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| Sl. No. | Item Description |
| 1 | Demolition of brickwork or stone/boulder masonary, built in cement mortar or cement lime mortar including all quoins,arches,pillars etc but excluding ashlar facings.dressed stonework and precast concrete articles (Add for portions ordered to be dismanteled). |
| 2 | M&L walling of squared rubble,uncoursed,well bonded and solidly hearted built in cement mortar 1:4 and all as specified and directed. |
| 3 | DOCK WALL REPAIR |
| 4 | CLEANING VERTICAL WALLS: M&L for Cleaning of the Entire Vertical surface with the help of Hydro jetting pressure water jet and scrubbed thoroughly with steel wire brush to remove any foreign deposit dust ,dirt and vegetation any other material either manually or mechanically including supply of all tools and plants etc required with saftey mechanism complete in all respect and all as per direction of Engineer-in-Charge. |
| 5 | CHISELING OF MASONARY JOINTS:M&Lfor Chiseling all the joints in the masonary upto a depth of 25mm deep forming grooves removing all lose and foreign matters without using any mechanical heavy equipment manually including supply of all tools ,plants etc required with saftey mechanism complete in all respect.(Vertical surface only) |
| 6 | M&L for inserting injection nipple at 600mm spacing along all the joints and fixing with suitable mortars to facilitates injection of suitable grouts to strengthen the mortar. The nipples should be 12 mm diameter made of galvanized steel. For this purpose, 15-30 mm dia holes should be drilled upto a depth of 100 mm at spacing of 600mm c/c along the joints. Two consecutive rows should be drilled in zig-zag manner as per the architecture drawings. The holes should be made dust free as far as possible by blowing compressed air. Then the nipples should be sealed with proper chemical mixed mortarand allow it to cure complete as per direction of Engineer-In-Charge. |
| 7 | M&L for injecting Expanding type grout admixtures or other approved grout in proportion recommended by manufacturer in the previously installed nozzle of dia 12 mm by suitable gun /pump at required pressure including cutting of nipples after curing,the injection should be done under pressure and continued until the grout or slurry begins to flow out from the adjacent nipples all complete as per direction of Engineer-in-charge.( Injecting expanding grout admixture SikaCem-130 Intraplast or equivalent @ 0.4% by weight of cement in proportion recommended by the manufacturer into cracks/damaged/ eroded/honey-comb area of masonry surface by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge.The proportion shall be as per manufacturer specification) |
| 8 | M&L for Filling/Packing all the groves/cleaned joints should be treated with Ironite Cementitious Structural Repair and Pointing Mortar, which has a compressive strength greater than 25N/mm² after 1 day and more than 60N/mm² after 28 days with appropriate epoxy based mortar. The proportion shall be as per manufacturer specification and curing shall be done as per recommendation all complete as per direction of Engineer-in-charge.(Poly ironite ceramic cementitious structural repair and pointing mortar Sika MonoTop®-3220 PIC Mortar or equivalent for repair of masonry structures having minimum Compressive Strength of >25 Mpa (1 day) & >60 Mpa (28 days) at 30°C; Tensile adhesion strength ≥ 1.5 MPa (28 d, +30 °C) (EN 1542); Bond Strength >10 MPa (28 d, +30 °C) (ASTM C882).The proportion shall be as per manufacturer specification) |
| 9 | M&L for vertical channels of minimum 125mm wide x125mm deep at leakage points to dispose seepage water into the proposed drain channel on floor. The channel shall be made by cheiselling the existing wall and finishing alongwith the construction of vertical RCC wall as per design drawing. The outlet of the leakage points shall be made smooth with insertion of SS SUPER DULUX(SS 32760/F55) pipe of minimum 100mm dia. This should be ensured that the water oozing should not be stopped with pouring of concrete.Make:- Sika, Fosroc. |
| 10 | ULTRA HIGH STRENGTH PATCH REPAIRM&L for fixing Ultra High Strength Patch Repair mortar on Damage stone surfaces after neatly cleaning the surface and then mortar are applied on the surface making smooth with the help of trowel to give finished similar to stone the 28 days equivalent compressive strength of the patch mortar should not be less than 70 N/mm2 . Forming groove of uniform size and match the texture using natural stone texture paint to give authentic effects of natural stones in the top layer of plaster as per the previous pattern of stone masonry wall using all suitable equipments and finishing the groove complete.(Patch repair mortar SikaEmaco S 488 or equivalent having compressive strength >= 70 N/mm2 (28 days) according to ASTM C 109; Flexural Strength : >9 Mpa in 28 Days (ASTM C348); Tensile Strength : > 4Mpa in 28days (ASTM C 496); Modulus of Elasticity : >15,000 MPa ( EN 13412); Water Penetration <5mm (DIN 1048); Carbonation Test : Absent (EN 13295). The product can be built 50 mm layer thickness at once)Make:- Sika, Fosroc, Krishna, Conchem. |
| 11 | PU BASED TRANSPARENT PROTECTIVE COATINGM&L for applying with PU Based transparent protective coating the coating should be elastic, UV stable. Minimum protective coating of 150 microns should be applied on the prepared wall surfaces the dosing and application procedure should be as per manufactures specifications as per the engineer in charge.(Polyurethane based elastic, UV Stable, 150 Micron protective coating system over masonary surface with consumption of 0.15 Kg./m2/coat using Sikagard-PU UR or equivalent in primer + 2 cost having Density of 1.2 Kg./L; Solid Content by Wt : >68%; Pot Life : 30 Min in 30 Degree C; Tested against artificial Wethering as perDIN EN ISO 11507 for 1440 Hrs.; Tensile Adhesion Strength >1.5 Mpa)Make:- Sika |
| 12 | M&L for fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 13 | DOCK FLOOR REPAIR/CRANE PATH REPAIR |
| 14 | Dismantling existing concrete/RCC dock floor slab approximately not exceeding 15 cm thick using mechanical dismantling equipments, removal of all the debris, steel reinforcements and other material from the site, disposing the same all as specified and directed. (Note:-Thickness of Dismentaling slab shall be increases where there is a provision of drain)For Bombay Dock 75mmFor Crane Path 75mm |
| 15 | M&L for Hacking the RCC surface with manual or machine operated chiseling equipments of the slab etc. so as to make the surface rough encouraging bonding between old and new concrete wherever required or as directed by engineer in charge, including supply of all materials, labour, tools and plants, etc. complete. |
| 16 | M&L for applying Epoxy based concrete bonding agent (Comprising of two compounds) of the make Sika, Fosroc or equivalent with the help of brush or spraying guns or any appropriate means required for the work. The old surface to be clean with iron brush and other means to make the surface free from any loose and foreign matters. The surface should be free from oil and grease and must be free from any organic deposite and growths. Application must be done in the proportion as per manufacturer specifications. Mixing of the materials and its application shall be done as per manufacturer's specifications. The job includes supply of all materials, labour, T&P, scaffoldings and other related objects, machinery etc. required for proper completion of the work. |
| 17 | M&L for fixing 12 mm dia TMT (Min 500 Gde) shear connectors of (325-425)mm length in the RCC structural members/Stone Masonary Wall including drilling holes of 14mm dia for a depth of 100mm, cleaning the drilled holes from loose dust, providing & injecting epoxy (Epoxy Make: Sikadur 31 (IN) of Sika, Lokfix of FOSROC or equivalent) in the holes, placing the shear connectors in position and allowing it to remain undisturbed till epoxy is set etc. complete all as specified and as directed and all as per manufacturer's instructions.Note: - Compressive strength of epoxy resins shall be 60-70 MPa at 14 days |
| 18 | For 300mm thick Floor(Length of shear connector 125mm in the RCC structural members/Stone Masonary (200+75) mm External projection for making connection with steel reinforcement.Bombay dock |
| 19 | For 300mm thick Floor(Length of shear connector 125 in the Existing Stone Masonary. (200+75) mm External projection for making connection with steel reinforcement.Duncan Dock |
| 20 | For 75mm thick Floor(Length of shear connector 125 in the Existing subbase stone/RCC structural members/Stone Masonary (50+75) mm External projection for making connection with steel reinforcement. |
| 21 | M&L for PCC design mix M-40 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 390 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). |
| 22 | M&L for PCC design mix M-40 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. The item include Using steel fibre reinforcement @27.5kg/cum(The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 390 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). |
| 23 | M&L for integral crystalline admixture for waterproofing treatment to RCC structures like Rafts, Retaining Walls etc. into the drum of the ready-mix truck in powder form, using integral crystalline admixture @ 0.80% by weight of cement content per cubic meter of concrete or as recommended by Manufacturer. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 Part 5 & resistant to 16 bars hydrostatic pressure. The crystalline admixture shall be capable of self-sealing of cracks up to a width of 0.5 mm by forming insoluble microscopic needle shaped crystals when reacts with un-hydrated cement particle and moisture. Manufacturere should confirm Scanning Electron microscopy analysis test to visualize the formation of crystals growth on concrete specimens containing crystalline admixure. Crystalline admixture must demonstrate minimum reduction of 25% in shrinkage cracks as compared to control concrete.Material must be able to prevent corrosion of steel in the RCC as per ASTM C876/BS EN 480-14-2006.The crystalline admixture must conform to BIS standards - \\"Made in India\\". The Material shall be manufactured in ISO Certified Manufacturing Unit in india. The Company specializing in production of the crystalline products as specified, should have minimum 25 years of experience in india and more than 50 years globally.. The crystalline material shall be procured from CE approved manufacturing unit. The admixture should not contains sterates and should be hydrophilic in nature. The work shall be carried out all complete as per Manufacturer specification.( using Krystol Internal Membrane water proofing compund) |
| 24 | M&L for Synthetic Rubber based Krytonite Swelling Waterstop tape, 20mm x 5mm thick for construction joints treatment of RCC structure such as retaining walls and at the junctions of raft slab with the retaining walls etc. After cleaning the surface, one coat of required adhesive for swellable water stop shall be applied throughout the length of the joint. Over the primed surface Krytonite Swelling Waterstop shall be placed. The waterstop conforms to the following swelling properties: Swelling percentage of swelling waterstop in clear water 1000%, concrete water 800% & salt water 300%. The work shall be carried out all complete as per manufacturer specification.(Construction Joints using Krytonite Swelling Type Waterstop)Make;- Dr Fixit, Krypton. |
| 25 | M&L for construction joint treatment with Krystol waterstop grout (4.5 parts of powder to 1 part of water by volume) cementitious based crystalline construction joint treatment inside a U shaped 20mm wide and 20-25mm deep cut grove over concrete surface having the following properties Bulk density 1.40 g/cm3, pH 12 (when mixed with water) and compressive strength of 40 Mpa (7 days) ASTM C 109.(Construction Joints Using Krystol Waterstop Grout (Post Construction))Make:- Krypton, Fosroc. |
| 26 | M&L for Treatment of Tie hole points- Providing and applying Krystol waterstop grout (4.5 parts of powder to 1 part of water by volume) cementitous based crystalline mortar / grout treatment inside a cut of 25mm x 25mm x 25mm deep cut grove over concrete surface having the following properties Bulk density 1.40 g/cm3, pH 12 (when mixed with water) and compressive strength of 40Mpa (7 days)-Astm C 109. (cutting of tie rods will be in client's scope post making groove around it) Make:- Krypton, Fosroc. |
| 27 | CUTTING/SAWING CONCRETE FOR CREATION OF GROOVE & FILLING JOINTS WITH JOINT SEALANT: M&L for Cutting/ Sawing grooves of 3 to 5mm wide with up to about one fourth to one third thickness in such a way that top 10 to 20mm deep groove is 6 to 10mm wide on concrete pavements. Making provision for contraction/ expansion, construction & longitudinal joints .Providing dowel bars with sleeve/tie bars wherever required,The gooves shall be checked for tolerence using width and depth guages. After achieving desired depth, the grooves are then cleaned with compressed air so that the loose particles are removed completely. Temporary Seal is then inserted into the 3 to 5mm groove below top wide groove to avid any escape of sealant materil. Thereafter Debonding strip is inserted as specified in IRC:15. After insertion of debonding strip, the groove shall be filled with polysulphide sealant. The item includes cost of all materials, tools and plants, etc. required for proper completion of the work. All cutting and filling shall be done under strict supervision of technical person and manufacturer specifications must be assured. |
| 28 | NON METALLIC FLOOR HARDENER: M&L for non metallic floor hardener of the make Sika Chapdur IN from SIKA or NITOFLOR hardtop STD from fosroc or equivalent approved on fresh wet concrete. The material shall be uniformly sprinkled @5Kg/sqm and trowelled into fresh wet concrete floor. |
| 29 | M&L for corrosion resistance TMT bars 10 mm and over, cut to length.bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing wihth clips all as specified and directed. |
| 30 | M&L for RCC M-40(design mix) Columns, pillars, piers, posts and struts all as specified and directed. |
| 31 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions |
| 32 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter |
| 33 | CULVERT AND DRAIN WORKING |
| 34 | Dismantling old plaster or skirting raking out joint sand cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 metres lead. |
| 35 | Dismantling of existing precast concrete covers of cable duct and chambers either manually or mechanically as necessary and disposing them outside ND. complete all as specified and directed. |
| 36 | Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. |
| 37 | Dismantling old unused cable 50mm to 150mm dia from gallery including metal support etc,manually/ by mechanical means including stacking of cables within 50 metres lead as per direction of Engineer-in-charge. |
| 38 | Dismantling G.I. pipes 40mm dia & above (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge. |
| 39 | Taking out cope box of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per directionof Engineer-in-charge. |
| 40 | Dismantling of existing flood lights from height with their complete structure, light fittings, distribution transformer, DP lattice structure with GO, DO etc |
| 41 | Chipping of unsound/weak concrete material from drains etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 50mm average thickness |
| 42 | Extra for forming fair drain or channel 30 cm inner girth in cement concrete , using extra cement, including forms, moulds , mi-tred/stopped ends etc |
| 43 | S&F plates (plain or chequered)channels,square cut or notched (ordinary and counter sunk) forming holes.with out any attachment.Fe 410-W(Gde E -2500 Quality \\"A \\" complete all as specified and directed. |
| 44 | M&L preparation of new or previously untreated steel surface of any descreption, over 10 cm in width or girth.not otherwise described and applying two coats of synthetic enamel paint over one coat of red oxide paint all as specified and directed. |
| 45 | M&L for removal of mud, soil.debris and delapidated material of any description obtained in culvert and dock tunnel including praparation of making good surface to receive other treatment and depositing all mud and debris outside MD area all as specified and directed |
| 46 | S& F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar . small articles conforming to Fe-290 Gde-E-165 including drilling for holdfast and inserting chemical(full penitration) before fixing of holdfast complete all as specified and directed by Engr-in-Charge. |
| 47 | Hiring of 01 no chassis mounted super sucker machine with jetting along with 01 No chassis mounted dump tank of 10000 liter capacity including all labour, driver,supervisor etc. The super sucker machine shall consist of vaccum suction with air handling capacity minimum 4200 Cubic metre per hour. The jetting unit of the super sucker machine shall consist of minimum 8000 ltr capacity tank. The jetting unit shall be of 250 LPM minimum at 150 Bar pressure. The super sucker machine shall consist of minimum 100 m length of pipe for jetting purpose. The super sucker machine shall consist minimum 100 mtr length hose pipe for suction purpose. The desilting of culverts, choked drain line, manhole etc shall be done by super sucker machine for a minimum of 8 hrs per day. The dump truck shall be emptied in the nearby dumping area upto any lead including all fuel charges etc. and the rate is inclusive of all operation e.g. labour charges, any machine maintenance, transportation , mobilization , fuel , water for jetting etc all complete & nothing extra shall be paid on account of any other operation involved as per the direction of Engineer-in-charge. |
| 48 | Reinforcement Cleaning:Cleaning corroded reinforcements by applying chloride free water based acidic solution “Dr. Fixit Rust Remover” or equivalent and allow it to reach till 15 to 30 min. Scrub the loose particle and rusted/ reacted area with help of wire brush or mechanical tools to clean the steel bars across diameter to ensure totally rust free finished steel surface. Post 30 min of reaction washed the surfaces with sufficient quantity of water to make rebar free from corrosionFixing New ReinforcementProviding and fixing additional steel bar, Shear connectors in drains,channels or other structural elements including drilling, bending and fixing, welding to the old reinforcement/anchoring with Dr. Fixit Anchorfix P or equivalent to the concrete the bars tying with binding wires etc. complete Anchoring reinforcement bar in existing RCC member and complete as per direction of Engineer-in-charge.(steel bars and shear connectors to be paid separately) |
| 49 | Zinc Primer:Providing and applying Single component Zinc based Epoxy for protection of steel with Dr. Fixit Epoxy Zinc Rich Primer or equivalent anticorrosive coating to the exposed reinforcing bars after application of rust remover. Also apply on the shear connectors/welded mesh/additional reinforcement of repair surface etc complete as per direction of Engineer in charge. It can be applied at 6 m²/lit/coat at DFT at 50 microns thicknessMake:- Dr fixit, Krishna, Conchem. |
| 50 | Material & Labour for providing and fixing stainless steel (Grade super duplex stainless steel S32760) hollow tubes, channels, plates,angles,tees etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size. |
| 51 | S&F framed work such as grill, gratings, etc.with ends of bars shouldered and or riveted, or forged into spikes ; framed guard bars, barred iron doors , ladders, framed balluster, walk ways, railing etc all as specified and directed. |
| 52 | CRANE RAIL |
| 53 | Dismantling of existing rails including base plates holding down bolts.fish plates/connecting plates.nuts/bolts etc complete including stacking the dismantled steel separately at suitable place etc complete all as specified and directed(Note: Dismantled steel under this item shall becomr property of contractor after credit for the same is recovered under schedule of credit item). |
| 54 | M&L Demolition of reinforced cement concrete (reinforcement cut as required to facilate demolition) of any descriprion and in any posiition not otherwise specifically provided for as surrounding rail track including removing the demolished concrete outside ND area all as specified and directed. |
| 55 | S&F rolled sections quality \\"A\\"as in rail 52Kg/Rm (Commercial rail 52 confirming to IS) fixed on base plate including cutting the rails to required length,grinding the ends incl. fish plates of suitable pattern and length having 4 bolts joint and MS separators all as specified & shown on drg Fe410 -W (Gde E- 250 ) quility 'A' complete all as specified and directed. |
| 56 | Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, but length of bolt exc 10cm and n.exc 15cm long, diameter of neck 16 to 20mm complete all as specified and directed. |
| 57 | M&L for Design mix concrete or RMC design mix in RCC M-40 using 20mm grade aggregate etc with minimum cement content (390 Kg/Cum) as specified mixed with steel fibre reinforcement The item include Using steel fibre reinforcement @27.5kg/cum and super plasticizer for concreting of jetty deckslab in rail portion in alternative bay etc complete all as specified. |
| 58 | Providing precast cement concrete in cover slabs (for man holes etc) chullah hoods,chajjas,water. throughs, shelves and similar articles with plain fair faces ,including hamfers,weatherings,throating etc and setting in cement mortar 1 :4 type B-1 1 :2:4 (20 mm graded aggregate) complete with all as specified and directed. |
| 59 | Formwork to fair finished surface edges of concrete flats. treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide. |
| 60 | S&F plates (plain or chequered)channels,square cut or notched (ordinary and counter sunk) forming holes.with out any attachment.Fe 410-W(Gde E -2500 Quality \\"A \\" complete all as specified and directed. |
| 61 | Basement stone masonary wall treatment |
| 62 | Surface Preparation: |
| 63 | M&L for Cleaning the surface, Removing fungus and paints from the wall by using wire brush and water pressure jet wash,Areas of algae, mildew or fungus on the wall should be cleaned with 1 part household bleach and 3 parts water, followed by a power washer rinse using clear water. |
| 64 | M&L for Removing paint using paint stripper solvent/chemical based paint remover, expose the original walls and prepare a surface for repainting, the product wash away the removed coating without damaging to underlying surface all complete as per the manufacturer specification |
| 65 | Providing and applying crystalline mortar by mixing in the ratio of 4.5: 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 245 MPa and adhesive bond strength Class R3 21.5 MPa. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.M&L for sealing cracks and faulty construction joints, routed out/ making U-shape groove size 25x25 mm and then primed the area with integral crystalline slurry @0.05 kg/running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50 kg/running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05 kg/running metre per coat. |
| 66 | Dismantling old plaster or skirting raking out joint sand cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 metres lead. |
| 67 | Waterproofing Application Internal wall:The substrate must be properly pre- wetted to a saturated surface- dry condition prior to application of Dr. Fixit Sureseal or equivalent. Apply two coat of Dr. Fixit Sureseal or equivalent without any dilution maintaining the spreading rate of 4.0 – 5.0 Sq.mt / kg / coat. Allow the first coat to dry for 2 - 3 hours before applying the 2nd coat at 90° to the first coat spreading at the same rate to achieve total dry film thickness of 150 – 170 microns DFT at forced coverage. The system should cover an area well over and wide, of the affected area. This will prevent water from affecting the adjacent areas. Apply suitable top coat for the effaced area and internal painting can be done after 2- 4 days of the application of Dr. Fixit Sureseal coating. |
| 68 | Exterior Waterproofing Coating:Providing, mixing, and applying single coat of penetrating acrylic primer for superior bonding by Dr. Fixit Primeseal Primer or Equivalent dilute with water in the ratio 2:1 spreading at the rate of 8-10 Sq.mt /Litre/ Coat. Allow the primer to cure according to its technical instructions. Apply Dr. Fixit Raincoat or Equivalent directly from the container. Stir contents well before use. Providing & applying two coats of Dr. Fixit Raincoat or Equivalent without dilution by brush or roller at a time interval of 5-6 hours. For enhanced protection, apply additional coat of Dr. Fixit Raincoat or equivalent on rain lashing walls, chajjas and parapet walls. The material shall be applied un-diluted to achieve coverage 3.0 - 3.5 sqm / litre / in two coats to achieve DFT of 110 - 120 microns as per manufacturer’s recommendation, etc, complete. The product shall have Elongation > 100% as per ASTM D 412,Tensile strength: 1.5 Mpa as per ASTM D 412, Water Resistance conforming to SS 500, Carbon dioxide diffusion equivalent air layer thickness meter DIN EN 1062-6:2002 55.3. |
| 69 | Material and labour for new plastering work on wall using (READY TO USE PLASTER ACC SURAKSHA 201 OR EQUIVALENT) ready mix plaster. Minimum compressive strength of 25 MPa or more after 28 days of curing. Thickness of plaster to be (12-15mm).Internal Wall |
| 70 | Material and labour for new plastering work on wall using (READY TO USE PLASTER ACC SURAKSHA 201 OR EQUIVALENT) ready mix plaster. Minimum compressive strength of 25 MPa or more after 28 days of curing.18 mm cement plaster in two coats under layer 12 mm thick cement plaster finished with a top layer 6 mm thick cement plaster.External wall |
| 71 | Providing and making spout at leakage points to dispose seepage water into the proposed drain channel on floor.Widen the hole using a rotary hammer or core drill to accommodate the PVC pipe.The outlet of the leakage points shall be made smooth with insertion of PVC pipe of minimum 50-100MMdia.Install the pipe with a slight downward slope all complete as per engineer in charge. |
| 72 | Waterproof Putty Application:Providing and applying white cement-based putty mixed with Dr. Fixit Pidicrete or equivalent URP 5 % by weight of cement after the Dr. Fixit Sureseal or equvalent coating to level the surface imperfection. Apply suitable paint on the white cement putty application after 24 Hrs.(Note – No need to apply sandpaper before application of white cement-based putty over the Dr. Fixit Sureseal).Internal wall |
| 73 | M&L For Two coats of Acrylic Plastic Emulsion Paints on Internal Walls.(including priming) |
| 74 | Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat.Make:-Nerolac, Berger, BP White (Berger), Decoprime WT(Asian), White primer (ICI), Acro paints, Shalimar Paints |
| 75 | Terrace Water proofing:-APP based polymeric membrane minimum weighing 4kg/Sqm and minimum 3mm thk reinforced with polyster none wove fabric (wt.not less than 160 gms/Sqm)land on primer surface by forced application complete all specified. Membrane should meet the following specifications:1. Softening point of minimum 150° C°2. Cold flexibility of minimum (-) 5° C°3. Single central non-woven polyester relnforcement of>= 160 gms/sgm.4. Tensile strength of 650N/Sqcms in longitudinal and transverse direction respectively.5. A minimum elogation of > 20% in both directions.6. A dimensional stability % change of maximum 1%.7. Water tightness/impermeable at 2kgf/ cm2.8. Water absorption of not more than 1% on mass within 24 hours |
| 76 | Floor Repair Work |
| 77 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. |
| 78 | Providing and laying C.C. flooring of mix M-40 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge.(The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @390 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately).The item include steel fibre reinforcement @27.5kg/cum(Thickness of floor 75mm(thick) |
| 79 | Structural Steel Work |
| 80 | M&L for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated).Fe 410 (Gde- E- 250) quality- A |
| 81 | M&L for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment |
| 82 | M&L two coats of Synthetic Enamel Paint over red oxide primer on steel surfaces over 10cm width or girth including preparation of new surfaces. |
| 83 | Material & Labour for providing and fixing stainless steel (Grade super duplex stainless steel S32760) hollow tubes, channels, plates,angles,tees etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size. |
| 84 | Supply, Installation, testing & commitioning of Dock Wall/ column Bracket mounted 200W LED flood light fixture complete with 32/40mm dia MS pipe with clamp and necessary hardware complete in all respect. the work involve Cable termination in water proof Box made impact resistant polystyrene, dust & vermin proof, complete with terminations strip / terminal for 3Cx cable of size 2.5Sqmm to 6 Sqmm cables mounted along Dock with a provision of termination connector for terminating two incoming and one outgoing wiring points and one number tapping for 2.5 sqmm flexible FRLS insulated stranded flexible copper wire which will feed the supply to the fixture. (Contractor shall take approval for clamp used for hanging the lighting fixture before installtion) 3c * 2.5sqmm Cu. standard PVC Arm./Unarm. Cable covered in separate BOQ item complete in all respect including all connection from JB to fixture with 3c x 2.5 sqmm CU conductor & earthing connection.Note: The lighting fixture is Incuding with a Protection cage of MS having Powder coated Paint.Technical specifications: Wattage: 200W System Efficacy : >120 Lm/W (LED Efficacy >150 Lm/W) Input Voltage : AC220-240V, 50/60HzOperating voltage range : 120-270VAverage Life: >50000 hrs @L70No harmful UV & IR radiations.Operting Temperature : -10°C to +50°C dimentions: As per Technical Data SheetIngress Protection: IP66 with Cradle Surge Protection: 4KV Inbuilt in Driver and 10KV addtional inside the driver compartment with 440V Protection upto 8 Hrs Diffuser: IP Lens PC Make : Crompton LFLN-200-WW/60-M or equivalent SITC OF Cable Junction Boxes of polycarbonate IP 66/69 “weather proof”, for outdoor installation (with knockouts for cable entry) with terminals for cable loop in loop out arrangement complete in all respect. |
| 85 | Supply, installation, testing & commissioning of cable junction Boxes of polycarbonate IP 66/69 ' weather proof\\" for outdoor installation(with knockouts for cable entry) with terminal for cable loop in out arrangement complete in all respect. |
| 86 | Supply & laying XLPE insulated, armoured heavy duty electric cable with copper conductor, 1100 volts grade, 4core & cross-sectional area 16 sq. mm (feeder Piller incoming cable) |
| 87 | Supply & laying of XLPE insulated armoured heavy duty electric cable with copper conductor, 1100 volts grade, cross sectional area 3 core & 2.5 sq. mm complete in all respect. (feeder Piller to lighting Fixture cable) |
| 88 | CABLE TRAY_ Corrosion Resistant Polyester Flame Retardant U.V Stabilised Resin SystemSupply, Fabricating and installing of perforated / Ladder Corrosion Resistant Polyester Flame Retardant U.V Stabilised Resin System including horizontal vertical bends, reducers ,tees, cross members and other accessories as required and duly suspended with M.S. suspenders and including painting with powder coating etc. as required of PERFORATED TYPE CABLE TRAY Width: 50mm, Height: 50mm and 3mm Thick. |
| 89 | FEEDER PILLAR FOR DOCK LIGHTING Supplying of 415V, 3 Phase, 50 Hz., 4 wire system, sheet stainless steel clad, dust and vermin proof cubical and outdoor type floor mounted, free standing extendible type feeder pillar compartmentalized design and fabricated out of 2.0 mm CRCA sheet stainless Steel complete with copper Bus bars. Providing & Fixing of MS stand / channel, P/F the following Switchgears, complete with earth Bus bar throughout the length of the panel, terminal arrangement for Cables incomings / Outgoings from Bottom as per drawings and as approved by consultant / Engineer incharge, The incoming and outgoing feeders shall be accommodated in a modular multi-tier arrangement, detachable gland plates, adequate size cable alley, Sign writing, Painting, Earthing, Numbering, Danger plate etc. complete as required as per specifications and drawing attached.Note: Panel Should be with Acrylic panel Window for Clear vision without opening the panel for ON/OFF Status.1 No. TPN Incomer feeder having 63A 4P MCB (10kA) with ON/OFF indications with control MCB. Auto manual selector switch for optional operation mode Auto/ Manual. Bus Bar One set of TPN, CU bus bar rated 100 Amps (after considering necessary deratings of 75%) for phases and neutral for half capacity of phases.The outgoing feeders are as follows :10 Nos. 10A DP feeders each having one no. 10A DP MCB's1 set of complete wiring |
| 90 | Electrical COP Distribution Panels/BoardsDismantaling existing feeder pillr/cope boxes and handed over to user and Supplying of 415V, 3 Phase, 50 Hz., 4 wire system, sheet stainless steel clad, dust and vermin proof cubical and outdoor type floor mounted, free standing extendible type feeder pillar compartmentalized design and fabricated out of 2.0 mm CRCA sheet stainless Steel complete with copper Bus bars. Providing & Fixing of MS stand / channel, P/F the following Switchgears, complete with earth Bus bar throughout the length of the panel, terminal arrangement for Cables incomings / Outgoings from Bottom as per drawings and as approved by consultant / Engineer incharge, The incoming and outgoing feeders shall be accommodated in a modular multi-tier arrangement, detachable gland plates, adequate size cable alley, Sign writing, Painting, Earthing, Numbering, Danger plate etc. complete as required as per specifications and drawing attached.Note: Panel Should be with Acrylic panel Window for Clear vision without opening the panel for ON/OFF/TRIP Status. |
| 91 | TYPICAL COP TYPE-01 FIDDER PILLER (Qty-5@ WEST SIDE) & (Qty-3@ EAST SIDE) One number incomer breaker 800A 4P EDO ACB with microprocessor based releases for over current, short ckt , earth fault with time delay from main LT Panel with ON/OFF & TRIP indications, 1no voltmeter with voltmeter selector switch, 3 indication for phase with MCB, 1 No. phase to phase, phase to neutral & neutral to earth 4 mode spark gap surge suppressor for 100KA with appropriate fuses, 1no digital multifunction meter (showing all parameters) with harmonic measurement, MDI and RS 485 port with matching class 0.5 cast resin dual wounded CT's. |
| 92 | Provision of potential free contacts for interface with SCADA SYSTEM. Status- ON/OFF/TRIP of all I/C & O/G's and Control for I/C. |
| 93 | Bus Bar |
| 94 | One set of TPN (415V, 50Hz, 50kA) CU bus bar rated 1000 Amps (after considering necessary deratings of 75%) for phases and neutral for half capacity of phases. |
| 95 | The outgoing feeders are as follows : |
| 96 | 1 Nos. TPN feeder having 400A 4P MCCB, ON /OFF & TRIP indication. |
| 97 | 2 Nos. TPN feeder having 250A 4P MCCB, ON /OFF & TRIP indication. |
| 98 | 2 Nos. TPN feeder having 100A 4P MCCB, ON /OFF & TRIP indication. |
| 99 | 1 Nos. TPN vacant feeder for 4P MCCB with suitable links. |
| 100 | 1 set of complete wiring |
| 101 | TYPICAL COP TYPE-07 FIDDER PILLER (Qty-3@ MIDDLE SIDE) One number incomer breaker 800A 4P EDO ACB with microprocessor based releases for over current, short ckt , earth fault with time delay from main LT Panel with ON/OFF & TRIP indications, 1no voltmeter with voltmeter selector switch, 3 indication for phase with MCB, 1 No. phase to phase, phase to neutral & neutral to earth 4 mode spark gap surge suppressor for 100KA with appropriate fuses, 1no digital multifunction meter (showing all parameters) with harmonic measurement, MDI and RS 485 port with matching class 0.5 cast resin dual wounded CT's. |
| 102 | Provision of potential free contacts for interface with SCADA SYSTEM. Status- ON/OFF/TRIP of all I/C & O/G's and Control for I/C. |
| 103 | Bus Bar |
| 104 | One set of TPN (415V, 50Hz, 50kA), CU bus bar rated 1000 Amps (after considering necessary deratings of 75%) for phases and neutral for half capacity of phases. |
| 105 | The outgoing feeders are as follows : |
| 106 | 1 Nos. TPN feeder having 630A 4P MCCB, ON /OFF & TRIP indication. |
| 107 | 1 Nos. TPN feeder having 400A 4P MCCB, ON /OFF & TRIP indication. |
| 108 | 2 Nos. TPN feeder having 250A 4P MCCB, ON /OFF & TRIP indication. |
| 109 | 2 Nos. TPN feeder having 100A 4P MCCB, ON /OFF & TRIP indication. |
| 110 | 1 set of complete wiring |
| 111 | TYPICAL COP TYPE-02 FIDDER PILLER (Qty-3@ WEST SIDE) & (Qty-4 @ EAST SIDE)One number incomer breaker 630A 4P MCCB with microprocessor based releases for over current, short ckt , earth fault with time delay from main LT Panel with ON/OFF & TRIP indications, 1no voltmeter with voltmeter selector switch, 3 indication for phase with MCB, 1 No. phase to phase, phase to neutral & neutral to earth 4 mode spark gap surge suppressor for 100KA with appropriate fuses, 1no digital multifunction meter (showing all parameters) with harmonic measurement, MDI and RS 485 port with matching class 0.5 cast resin dual wounded CT's. |
| 112 | Provision of potential free contacts for interface with SCADA SYSTEM. Status- ON/OFF/TRIP of all I/C & O/G's and Control for I/C. |
| 113 | Bus Bar |
| 114 | One set of TPN (380V, 50Hz, 50kA), CU bus bar rated 800 Amps (after considering necessary deratings of 75%) for phases and neutral for half capacity of phases. |
| 115 | The outgoing feeders are as follows : |
| 116 | 1 Nos. TPN feeder having 400A 4P MCCB, ON /OFF & TRIP indication. |
| 117 | 2 Nos. TPN feeder having 200A 4P MCCB, ON /OFF & TRIP indication. |
| 118 | 1 set of complete wiring |
| 119 | TYPICAL COP TYPE-05 FIDDER PILLER (Qty-2@ WEST SIDE) One number incomer breaker 800A 4P EDO ACB with microprocessor based releases for over current, short ckt , earth fault with time delay from main LT Panel with ON/OFF & TRIP indications, 1no voltmeter with voltmeter selector switch, 3 indication for phase with MCB, 1 No. phase to phase, phase to neutral & neutral to earth 4 mode spark gap surge suppressor for 100KA with appropriate fuses, 1no digital multifunction meter (showing all parameters) with harmonic measurement, MDI and RS 485 port with matching class 0.5 cast resin dual wounded CT's. |
| 120 | Provision of potential free contacts for interface with SCADA SYSTEM. Status- ON/OFF/TRIP of all I/C & O/G's and Control for I/C. |
| 121 | Bus Bar |
| 122 | One set of TPN (415V, 60Hz, 50kA), CU bus bar rated 1000 Amps (after considering necessary deratings of 75%) for phases and neutral for half capacity of phases. |
| 123 | The outgoing feeders are as follows : |
| 124 | 1 Nos. TPN feeder having 630A 4P MCCB, ON /OFF & TRIP indication. |
| 125 | 1 Nos. TPN feeder having 400A 4P MCCB, ON /OFF & TRIP indication. |
| 126 | 1 set of complete wiring |
| 127 | TYPICAL COP TYPE-06 FIDDER PILLER (Qty-2@ WEST SIDE) One number incomer breaker 400A 4P MCCB with microprocessor based releases for over current, short ckt , earth fault with time delay followed by 400A 4P Contactor from main LT Panel with ON/OFF & TRIP indications, 1no voltmeter with voltmeter selector switch, 3 indication for phase with MCB, 1 No. phase to phase, phase to neutral & neutral to earth 4 mode spark gap surge suppressor for 100KA with appropriate fuses, 1no digital multifunction meter (showing all parameters) with harmonic measurement, MDI and RS 485 port with matching class 0.5 cast resin dual wounded CT's. |
| 128 | Provision of potential free contacts for interface with SCADA SYSTEM. Status- ON/OFF/TRIP of all I/C & O/G's and Control for I/C. |
| 129 | Bus Bar |
| 130 | One set of TPN (415V, 60Hz, 50kA), CU bus bar rated 400 Amps (after considering necessary deratings of 75%) for phases and neutral for half capacity of phases. |
| 131 | The outgoing feeders are as follows : |
| 132 | 1 Nos. TPN feeder having 250A 4P MCCB, ON /OFF & TRIP indication. |
| 133 | 1 Nos. TPN feeder having 100A 4P MCCB, ON /OFF & TRIP indication. |
| 134 | 1 set of complete wiring |
| 135 | TYPICAL COP TYPE-08 FIDDER PILLER (Qty-2@ MIDDLE SIDE) One number incomer breaker 400A 4P MCCB with microprocessor based releases for over current, short ckt , earth fault with time delay followed by 400A 4P Contactor from main LT Panel with ON/OFF & TRIP indications, 1no voltmeter with voltmeter selector switch, 3 indication for phase with MCB, 1 No. phase to phase, phase to neutral & neutral to earth 4 mode spark gap surge suppressor for 100KA with appropriate fuses, 1no digital multifunction meter (showing all parameters) with harmonic measurement, MDI and RS 485 port with matching class 0.5 cast resin dual wounded CT's. |
| 136 | Provision of potential free contacts for interface with SCADA SYSTEM. Status- ON/OFF/TRIP of all I/C & O/G's and Control for I/C. |
| 137 | Bus Bar |
| 138 | One set of TPN (415V, 60Hz, 50kA), CU bus bar rated 400 Amps (after considering necessary deratings of 75%) for phases and neutral for half capacity of phases. |
| 139 | The outgoing feeders are as follows : |
| 140 | 1 Nos. TPN feeder having 400A 4P MCCB, ON /OFF & TRIP indication. |
| 141 | 1 set of complete wiring |
| 142 | TYPICAL DC COP TYPE-03 FIDDER PILLER (Qty-4@ WEST SIDE), (Qty-4@ EAST SIDE) & (Qty-4@ MIDDLE SIDE) Incomer feeder having 250A DC MCCB followed by 250A DC contactor, ON/OFF indications, 3 nos. phase indicating lamps to show the incoming power with control MCB, 1 No. phase to phase, phase to neutral & neutral to earth 4 mode spark gap surge suppressor for 100KA with appropriate fuses, 1 no. multifunction meter (showing all parameters) with selector switch with matching cast resin CTs. |
| 143 | Provision of potential free contacts for interface with SCADA SYSTEM. Status- ON/OFF/TRIP of all I/C & O/G's and Control for I/C. |
| 144 | Bus Bar |
| 145 | One set of 2P 110V, DC CU bus bar rated 300 Amps (after considering necessary deratings of 75%) for phases and neutral for half capacity of phases. |
| 146 | The outgoing feeders are as follows : |
| 147 | 1 Nos.feeder having 200A DC MCCB, ON /OFF & TRIP indication. |
| 148 | 1 set of complete wiring |
| 149 | TYPICAL DC COP TYPE-04 FIDDER PILLER (Qty-2@ WEST SIDE) 1 No. TPN Incomer feeder having 400A DC MCCB followed by 400A DC contactor, ON/OFF indications, 3 nos. phase indicating lamps to show the incoming power with control MCB, 1 No. phase to phase, phase to neutral & neutral to earth 4 mode spark gap surge suppressor for 100KA with appropriate fuses, 1 no. multifunction meter (showing all parameters) with selector switch with matching cast resin CTs. |
| 150 | Provision of potential free contacts for interface with SCADA SYSTEM. Status- ON/OFF/TRIP of all I/C & O/G's and Control for I/C. |
| 151 | Bus Bar |
| 152 | One set of 2P 220V, DC CU bus bar rated 500 Amps (after considering necessary deratings of 75%) for phases and neutral for half capacity of phases. |
| 153 | The outgoing feeders are as follows : |
| 154 | 1 Nos.feeder having 400A DC MCCB, ON /OFF & TRIP indication. |
| 155 | 1 set of complete wiring |
| 156 | CAPSTON INCOMER CUM OUTGOINGOne number incomer cum outgoing breaker 160A 4P MCCB with Thermal magnetic releases for over current, short ckt , earth fault with time delay followed by 160A 4P Contactor from main LT Panel with ON/OFF indications, 1no voltmeter with voltmeter selector switch, 3 indication for phase with MCB, 1 No. phase to phase, phase to neutral & neutral to earth 4 mode spark gap surge suppressor for 100KA with appropriate fuses, 1no digital multifunction meter (showing all parameters) with harmonic measurement, MDI and RS 485 port with matching class 0.5 cast resin dual wounded CT's. |
| 157 | 1 set of complete wiring |
| 158 | LT XLPE CABLESDismantalling of existing cables and handed over to user and Supply, laying, testing, commissioning of LT cables complete with end termination; Aluminium thimbles for aluminium conductor cables and copper thimbles for copper conductor cables of 1100 V grade aluminium / copper conductor (as specified below) extruded XLPE with insulated PVC innersheath, unarmoured / GI wire/tape armoured (as specified below) and outer PVC sheathed cable of IS- 7098 standard of following sizes in trenches, cable racks or trays or pipes, including supply of GI clamps and screws and providing aluminum cable tags at every 20 metres and at both termination points, including unloading and transportation of cables at site, unpacking, complete with labour and material. |
| 159 | 3.5C x 400 sq. mm stranded Alluminium armoured Cable |
| 160 | GI PERFORATED CABLE TRAY FOR INSTRUMENTATION CABLING WORKSupplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 161 | 100 mm width X 50 mm depth X 1.6 mm thickness |
| 162 | 300 mm width X 50 mm depth X 1.6 mm thickness |
| 163 | 450 mm width X 50 mm depth X 2.0 mm thickness |
| 164 | CHEMICAL ROD EARTHING STATIONSSupply & Installation of Waterless and maintenance free Earthing (grounding) electrode of following size Dia Copper bonded MS conductor and Pre cast or in-site cast in high purity electrically conductive granular, having ultra low resistivity of 0.001 Ohm - m. ( Provide the resistivity certificate for the same) Electrode made of electrically conductive granular mixed with cement to pre castor backfill the voids surrounding the metal conductor in augured bore hole of 150 mm dia x 3000 mm depth, resulting in increase of effective surface area of the earth electrode and in case of high soil resistivity agrid of multiple electrodes to be installed to lower the desiredearth resistance value , permanently with no further maintenance or periodic watering or recharge during it’s life of over 50 years in all type of soil including dry or rocky soils. Earth enhancing material should not leach into the adjacent soil or underground water channels and it’spH should be in neutral range. |
| 165 | Earth enhancing material should permanently protect the encased metal conductor of corrosion. |
| 166 | Electrode's top terminal should be sealed permanently with the conductive concrete and GI extension strip taken out be terminated at earth bus bar. |
| 167 | Other hardware like nuts, bolts and washers should be of Stainless Steel. |
| 168 | Electrode should withstand fault current up to 30 kA for 1 second.( Provide the certificate for the same ) |
| 169 | Supplier of the Electrically conductive granular Earthing Material should provide authorization letter from the Manufacturer. |
| 170 | Electrode of dia 70mm x 3000mm with 16mm CU conductor |
| 171 | Supply & laying of Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required of followin sizes:- |
| 172 | Ditto, but 32x6mm galvanised iron strip (Earth Grid Connectivity) & Along the Cable trench/ Power Cable Tray |
| 173 | Ditto, but 25x4mm galvanised iron strip (Earth Grid Connectivity to COP BOX/Feeder Piller Connectivity) |
| 174 | 8mm dia galvanised iron or steel wire (2 Run Along Lighting cable tray) |
| 175 | Fire Alarm System |
| 176 | Supply & installation of Fire alarm control panel complying with BS EN 54 1 loop panel of capacity from 99 detectors & 99 modules upto 200 detector (per each loop)The fire alarm control panel shall be compliant with BS EN 54 Part 2 (Control and Indication) and Part 4 (Power Supply).The housing containing the fire alarm control panel shall be minimum of 2.0 mm thick steel construction. The control panel shall confirm to IS-2119. It shall be totally enclosed dust and vermin proof type made of 16 gauge dust inhabited sheet with oven baked finish. The panel shall be of completely solid state design. It shall be capable of being fully flush mounted. Panel shall be the central processing unit of the system, providing audible and visual information to the user, initiating automatic alarm response sequences and providing the means by which the user interacts with the system. The control panel shall derive 230 Volts AC power from main supply. The standby battery supply shall be of such type when charged by associated battery charging equipment. Visible and audible annunciation for troubles or failure in the power supply system like \\"Charger failure\\", Battery low Voltage\\" etc shall be provided. The system shall incorporate a PA. System at the main control panel with selectors switch and Hooter/Speaker as specified or indicated including testing on completion. |
| 177 | Supply & installation of Detectors Complying with and type certified to EN - 45 Addressable type multisensor detector with heat and smoke combination with base with self built intelligence as per IS: 11360, Detectors shall comply with Detector housings shall be moulded in pure white self-extinguishing polycarbonate, V-O rated to UL94. Detectors will be unobtrusive when installed as specified or indicated including testing on completion. |
| 178 | Supply & installation of Addressable control module (UL listed) with normal operating voltage 15 to 32V DC, maximum current 6.5mA & tempearature range 0°C to 49°C. Face plate of control module is made of off-white heat-resistant plastic complete in all respect as specified or indicated including testing on completion. |
| 179 | Supply & installation of Addressable monitor module (UL listed) with normal operating voltage 15 to 32V DC, maximum current 6.4mA, tempearature range 0°C to 49°C, Maximum IDC wiring resistance: 1,500 Ohms, Maximum IDC Voltage: 11 Volts, Maximum IDC Current: 240 μA & EOL resistance: 47K Ohms complete in all respect as specified or indicated including testing on completion.. |
| 180 | Supply & installation of Addressable manual call point resettable type, Each MCP installed on the loop shall have a unique address, set at the commissioning stage by means of a seven-segment DIL switch. The elapsed time between activation of the MCP and initiation of the sounders in an alarm condition via command from the fire alarm control panel shall not exceed three seconds complete in all respect as specified or indicated including testing on completion. |
| 181 | Supply & installation of Addressable loop powered sounder strobe. Dual tone hooter shall be of electronic type and shall give discontinuous/intermittent audible alarm automatically when ever smoke detector or heat detector operates. Hooter shall be complete with magnetic coil ( sound coil ) and accessories, ready for mounting (fixing). The hooter shall also have facilities for speaker announcement. Hooter shall also have the capability for adjusting the sound output. Hooter casing shall be fabricated from 16 gauge MS sheet stove enameled to smooth finish. The line matching transformer shall be provided complete in all respect as specified or indicated including testing on completion. |
| 182 | Supply & installation of Short circuit Isolators (UL listed) with normal operating voltage 15 to 32V DC(Peak) , standby current 450 µA & tempearature range 0°C to 49°C complete in all respect as specified or indicated including testing on completion. |
| 183 | Supply & installation of Networkable & Microprocessor based 640‐ characters LCD / Touch Screen LCD Display Network Repeater panel. The LCD shall Display all events / detectors, devices status of complete systems in the networked, the repeater shall be equipped with Mounting options etc. (UL Approved) complete in all respect as specified or indicated including testing on completion. |
| 184 | Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required. |
| 185 | SCADA SYSTEM FOR FIREMAIN AUTOMATION |
| 186 | Supply of SCADA SYSTEM HARDWARE Complete with following components & specs: COMMUNCATING - PROFINET & MODBUS TCP/IPON BOARD -96 DIGITAL INPUT , 64 DIGITAL OUTPUT ,2 PROFINET PORT ,1 RS-485 PORT Supported Protocal -http, https,MQTT, FTP, SNTP, SNMP, SMTP, SQL, MySQL, DCP, etc, 60870-5-104 , Modbus TCPIP, Modbus Client and server , HTML, HTTPProgramming standard suppotred - IEC 61131-3Web Server-Integrated Web Server Number of Supported device -MAX 63Program Memory - 512 MBWork Memory - 8 MBRetentive Mass Storage - 48 kbyteReal Time Clock Ambient Temp -25 DEGREE TO 60 DEGREESD Card Slot - Available up to 2GB Card Supported Supply Voltage -24 VDCApproval -DNV GL / BV / LR / ABS / BSH / RINA / UL Listed / cUL Listed / EAC / EAC / cULus EX-Approval - ATEX / UL Listed / cUL Listed / cULus The SCADA system would provide centralized monitoring and control facility for dock related equiopment such as flooding valves, dewatering valves/pumps. drainer system feed form CCTV etc. |
| 187 | Supply, fixing, commissioning and testing of SCADA SoftwareSoftware - VISU+ WITH 3 WEB CLIENT ACCESS Intergated Funcation -web client -3 NOS. Online configuration Password Protection language selection Basic Function *Full SCADA (Supervisory Control And Data Acquisition) function with visualization, *Trend representation, and alarm management Data logging, trend display, and recipe management *Scripts can be created in VBA and IL*Control coupling with OPC *Fully scalable process diagrams for using one design on different devices and monitor sizes *Multilingual software and projects, thanks to Unicode support and online selection*Access protection with user manageme*Realtime database coupling with ODBC to MS ACCESS, MS EXCEL and SQL server |
| 188 | Supply of industrial grade BOX PC complete with following configration: Processor- i3-6100U 2.3 GHz [I49]RAM - 8GBROM 500 GBWindows - 10 WindowsCommunication Port - 2 - RJ 45, 1 - RS 232 COM PROT, 1 - RS 485 COM PORT, 2 USB PORT, Operating Ambinat temp. 20- 75 DgreeMake Phoenix contact - BOX PC - BL2 BPC 3100 or equivalent in HP, dell, samsung and LG |
| 189 | Complete engineering work as per site condition including integration of all devices, taging, GA drawings, schematic of complete control circuiting complete in all respect. |
| 190 | Supply, fixing, testing & commissioning of 40 inches monitor for box PC complete in all respect including all connection. |
| 191 | INSTRUMENTATION & COMMUNICATION CABLING WORK |
| 192 | Supply & eraction of Str Cu XLPE Pair/Triad/Quad laid up togather with (Inner sheathed GI Steel Wire Mylar/Drain Wire) Round/Strip Armoured PVC Outer Sheathed Instrumentation Cable including termination of the following sizes confirming to IS 1554-1, IS 7098-1, IEC 60502-1: |
| 193 | 2 pair 1.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 194 | 3 pair 1.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 195 | 5 pair 1.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 196 | 6 pair 1.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 197 | 8 pair 1.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 198 | 2 pair 2.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 199 | 3 pair 2.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 200 | 6 pair 2.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 201 | 2 core 1.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 202 | 5 core 1.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 203 | 44 core 1.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 204 | 2 core 2.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 205 | 24 core 2.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 206 | 44 core 2.5 sqmm Str/Solid Cu XLPE Arm. cable |
| 207 | FIELD JUNCTION TERMINAL BOXES |
| 208 | Supply, installation, testing & commissioning of FRP field Junction box weather proof of suitable size complete with following terminals arrangement including mounting with sutable bracket on outdoor field area/ stand alone MS structure if required complete in all respect: |
| 209 | 6 terminal field terminal box (TB), with one terminal common |
| 210 | 8 terminal field terminal box (TB) with one terminal common |
| 211 | 44 terminal field terminal box (TB) with one terminal common |
| 212 | 88 terminal field terminal box (TB) with one terminal common |
| 213 | 100 terminal field terminal box (TB) with one terminal common |
| 214 | REFITMENT OF PUMP |
| 215 | Dismantaling of existing pumps carefully and necessary equipment and materials including motors, contraol panels, valves, piping, cables and other associated fittings for the installation of New Pumps including stacking and handling over to the user as per the direction of engineer in charge. |
| 216 | Engineering design, procurement and commissioning of a control pannel made out of power coated cubicle panel fabricated from GI sheet steel with panel lock(a) Main frame (enclosure) = 1.6mm thick.(b) Door & covers= 1.6 mm thick(c) + gland plate= 2mmE91E grade Aluminiuum >> shall be 0.8 Sqmm for 1.0 amps, size: L20000xH1800x A S 1000mm, free standing type, starter and other accessaries as per recommendation of OEM of pupp set for all pupm set. |
| 217 | Main Incomer(i) 1250 amp 3p MDO ACB, 50KA, Thermal- magnetic unit-01 No(ii) 6ASP control MCB, 10KA -06 Nos(iii) Digital load Manager meter C1-1.0, 96x96mm -01 No(iv) CTI200/5, CI-1.0, 15VA=CT short -Link - 04Nos(v) RYB indicator lamp set-LED type, 220V AC-03 Nos(vi) On/off indicator lamp-LED type,220V AC -03 Nos(vii)Cooling fan+ ventilation filter-6\\" -02 Nos(viii) Neutral ling -01 No285 KW star- Delta starter(i) 600 A 3P MCCB, 36 KA, Thermal- Magnetic release unit-01 No(ii) 400A TP power contractor, 220 V AC coil (M+D) -02 Nos(iii) 450A TP power contractor, 220Z AC coil(S) -01 No(iv) Auxiliary add- on 1 No+1 NC contract block-03 Nos(v) 135-450A thermal over -load relay-01 No(vi) Electronic star delta timer (3-120Sec) -01 No(vii) 6A 1P control MCB, 10KA-01 No(viii) On/Off/Trip indicating lamp LED type, 230V AC -03 Nos(ix) Start/ stop push button-02Nos(x) Neutra link-01 No45 KW star-Delta starter(i) 150A 3P MCCB, 36 KA, thermal- Magnitic release unit-01 No(ii) 165 A TP power contractor, 220V AC coil(M+D) 02 Nos(iii) 185A TP power contractor, 220V AC coil(S)- 01 No(iv) Auxillary add- on 1 No+1 NC contract block- 03 Nos(v) 90-15A thermal over load relay - 01No(vi) Electric star delta Timer (3-120 Sec) -01 No(vii) 6A 1P control MCB, 10 KA -01 No(viii) On/off/Trip indicating lamp LED type 230V AC-03 Nos(ix) Start/Stop push button -02 Nos |
| 218 | 30 KW 60 HP star delta starter(i) 65 A 3P MCCB, 36KA thermal- Magnetic release unit-01 No(ii) 60A TP power contractor, 220 V AC coil (M+D) -02 Nos(iii) 60A TP power contractor, 220 V AC coil (S) -01 No(iv) Auxillary add- on 1 No+1 NC contract block- 03 Nos(v) 66-80A thermal over relay -01 No(vi) Electric star delta Timer (3-120 Sec) -01 No(vii) 6A 1P control MCB, 10 KA -01 No(viii) On/off/Trip indicating lamp LED type 230V AC-03 Nos(ix) Start/Stop push button -02 Nos(x) Neurtral link -01 No(xi) 50 Sq mm contractor for 0/G supply-06 Nos(xii) 4 Sqmm connector for control-05 Nos0.75 Kw starter O/G feeder 1.7 Kw Acturatar -08 Nos water circulating pump 1 HP-01 No(i) 3P MCCB, 25KA thermal- Magnetic release unit 70 A-01 No(ii) TP power contractor, 230 V AC coil (M+D) -02 Nos(iii) 10A TP power contractor, 230 V AC coil (S) -01 No(iv) Auxillary add- on 1 No+1 NC contract block- 03 Nos(v) 30-35A thermal over relay -01 No(vi) Electric star delta Timer (3-120 Sec) -01 No(vii) 6A 1P control MCB, 10 KA -01 No(viii) On/off/Trip indicating lamp LED type 230V AC-02 Nos(ix) Start/Stop push button -02 Nos(x) Neurtral link -01 No(xi) 35 Sq mm contractor for 0/G supply-06 Nos(xii) HMT and PLC(xiii) HMT 7 KTP 700 basic-02 Nos(xiv) CPU S720018 DI/12DQ-01 No(xv) 6A 2P control MCB, 10 KA-03 Nos(xvi) 15A 24V DC SMPS-01 No(xvii) Module relay card 24V Dc-02 Nos |
| 219 | Supply & eraction of FR copper armoured Cable as per OEM instruction for panel to starer and motor etc. Instrumentation including termination 5 Nos of pumps. |
| 220 | Engineering design, procurement, Installation commissioning & testing of a New Main Dewatering Pump in place of existing Main dewatering Pump No 2The technical parameters:Capacity: 6000 TPH (Ton per Hour/ Cubic Meter per Hour)Pump Type: Horizontal Split Case, Multi BlockPumping Style: Bottom Suction. Side/ Horizontal DischargeRPM: 425Electric Motor Rating: 185 KW, 225 HP, 440 VMotor Type: Spilt Phase, Induction Start, Synchronous motor with auxiliary DC generator for excitation. Cuplng plus coupling guard.Pump Model No : 30UPH1MBS (Super Duplex) of Kirloskar or equivelant in Defooss and KSB. |
| 221 | Engineering design, procurement, Installation commissioning & testing of a NEW DRAINER PUMP in place of DRAINER PUMP No 1The technical parameters:Capacity: 700 TPH (Ton per Hour/ Cubic Meter per Hour)Pump Type: Mixed Flow CentrifugalPumping Style: Floor Suction. Side/ Horizontal DischargeRPM: 725Electric Motor Rating: 60 HP, 45kw, 440 VStarter Panel Type: Star-Delta StarterElectric Motor Type: 3 Phase Induction MotorCupling plus coupling guardPump Model No : MF25-30 (Super Duples) of Kirloskar or equivalent in Defoss and KSB |
| 222 | Engineering design, procurement, Installation commissioning & testing of a VACCUME PUMP The technical parameters:Capacity: 100 CFM (Cubic Feet per Minute)Electric Motor Rating: 35 HP, 440 VElectric Motor Type: Slip Ring, Induction MotorMake: Kirloskar or Defoss |
| 223 | Engineering design, procurement, Installation commissioning & testing of a WATER CIRCULATING PUMP The technical parameters:Capacity: 2.5 TPH (Ton per Hour/ Cubic Meter per Hour)RPM: 2880Electric Motor Rating: 1 HPMotor Type: Monoblock, Induction MotorMake: Kirloskar or Defoss |
| 224 | Reverse Engineering of the components, overhauling and refitment of pump using indigenous manufacturing components along with documentations and re-wiring, replacement of bearings, impeller etc. of old VACCUME PUMP – 2 NOS.The technical parameters:Capacity: 100 CFM (Cubic Feet per Minute)Electric Motor Rating: 35 HP, 440 VElectric Motor Type: Slip Ring, Induction Motor |
| 225 | Reverse Engineering of the components, overhauling and refitment of pump using indigenous manufacturing components along with documentations and re-wirin of a WATER CIRCULATING PUMP – 1 NOS.The technical parameters:Capacity: 2.5 TPH (Ton per Hour/ Cubic Meter per Hour)RPM: 2880Electric Motor Rating: 1 HPMotor Type: Monoblock, Induction Motor |
| 226 | Dismantalling of existing discharge/gate valve of main dewatering pump and handed over to user and SITC 30\\" dia gate valve along with extended shaft and electric actuator for main dewatering pump at OPH of cast steel and suitable electric starter and cable as per OEM. |
| 227 | Dismantling of existing sluice gates,Plate, shaft, end connecters , hand wheel, rubber strips, plate Envelope and nut-Bolt assembly., angles, tees, flats,channels including all gusset plates, cutting rivets, welding etc.and all other necessary equipment and its associated fittings including dismembering for the installation of new sluice gate.Including stacking and handing over the serviceable/unserviceable material within 100 metres lead as per the direction of engineer in charge and handed over to user. |
| 228 | Engineering design, procurement and commissioning of Motorised Sluice Gates/Slide Gates(flooding/dewatering valve) Length 600 & Height 900 mm including civil work and other accessaries including control panel/starter etc as per OEM.(Note:-The size mentioned above is tentative contractor must verify the size and get approval from engineer in charge before procurement & installaton). It should be SCADA campatible, monitoring and control system.Make:- L&T/Kirloskar/Grundfos/KSB/Crompton |
| 229 | Engineering design, procurement and commissioning of Motorised Sluice Gates/Slide Gates (flooding/dewatering valve) Length 600 & Height 1200mm including control panel/starter etc as per OEM.(Note:-The size mentioned above is tentative contractor must verify the size and get approval from engineer in charge before procurement & installaton) It should be SCADA campatible, monitoring and control system.Make:- L&T/Kirloskar/Grundfos/KSB/Crompton |
| 230 | Engineering design, procurement and commissioning of Motorised Sluice Gates/Slide Gates (fludinng/dewatering valve) Length750*Heigh 2100mm including control panel/starter etc as per OEM.(Note:-The size mentioned above is tentative contractor must verify the size and get approval from engineer in charge before procurement & installaton) It should be SCADA campatible, monitoring and control system.Make:- L&T/Kirloskar/Grundfos/KSB/Crompton |
| 231 | Dismentaling of existing Capstan Number-3 as per architecture drawing and including structural, mechanical, electrical, and control systems and other its associated fittings for the installation of New Capstan.Including stacking and handing overto user as per the direction of engineer in charge. |
| 232 | Engineering design, procurement and commissioning a Capstan with a capacity of 20 tons.The unit must be tested for quality, durability, and performance. The bidder must provide a demonstration of functionality at the site,including installation assistance, training, and a warranty for the capstan. Including motor controller and gear box and all connecting accessaries as per OEM. |
| 233 | Engineering Design and Procurement:-Design and Engineering: The contractor is responsible for the detailed design of the capstan, including structural, mechanical, electrical, and control systems, ensuring it meets the required 20-ton capacity.The design should include specifications for motor capacity, gear ratios, load-bearing materials, and any integration with existing systems (e.g., shipboard infrastructure, hydraulic or electrical systems).The design must comply with relevant international standards (such as ISO, ANSI, and local maritime standards) and safety regulations.The contractor will procure all materials, equipment, and components, including the motor, drum, gearing system, winch, control panels, cables, electrical components, and structural elements necessary for the capstan systemQuality control measures should ensure that all procured components meet the required specifications and can safely handle the 20-ton load |
| 234 | Installation:The contractor is responsible for the installation of the capstan at the designated location. This may include foundation work (such as anchoring the capstan to the deck of a ship or dock) and ensuring all electrical and mechanical connections are correctly made.Installation includes configuring the electrical controls, safety mechanisms, and operational settings. |
| 235 | Performance Guarantee: \\"The contractor guarantees that the installed capstan will meet the specified capacity of 20 tons and shall operate smoothly under specified operating conditions.\\" |
| 236 | Warranties: \\"The contractor warrants the capstan and associated components for a period of 15 months from the commissioning date, covering defects in materials, design, and workmanship.\\" |
| 237 | Reverse Engineering of the components, overhauling,design,refitment,Replacement of acessories and other related work of Capstan No. 1, 2 and 4.The contractor is responsible for the reverse engineering of the components listed below. Before submitting a quote for the rates of the job, the contractor is required to visit the site for a thorough inspection and assessment. The contractor must take into account all factors, including component condition, complexity, and any additional site-specific requirements, in order to submit an accurate and competitive quote.On completion of below mention work, the contractor must provide a detailed breakdown of the rates and costs associated with the reverse engineering of each component. The quote should be based on the actual scope of work and site conditions.The contractor shall before tendering examine carefully the specifications, conditions and make capacity of capstan covered under the contract and make themselves acquainted with the work to be carried out in all in accordance with the rules, regulations . |
| 238 | The Break to be opened and change of the liner, or repair or overhaul all complete as approved by engineer in charge. |
| 239 | 3 speed AC motor Controller bearing to be changed all complete as approved by engineer in charge. |
| 240 | Capstan Gear packing change, distan change all complete as approved by engineer in charge. |
| 241 | Insulation of each Capstan is to be repaired or overhauled and in case of non-viable, same is to be replaced all complete as approved by engineer in charge. |
| 242 | Repairing and Overhauling of all 4 Capstan Controller all complete as approved by engineer in charge.(Note:-All 4 Capstan Controller is of 3 Speed of Siemens make.) |
| 243 | P&I sensor mechanism for pump inside capstan (for automated operation in case of flooding) |
| 244 | Providing and installation of 1 each submersible pump for each capstan is to be provided for ease of operation in case of extreme rainfall and water accumulation inside Capstan. This shall have automated as wells as manual control option by main control panel all complete as approved by engineer in charge. |
| 245 | Replacement of Cable from capstan to pannel is to be done all complete as approved by engineer in charge. |
| 246 | Control Panel for all 4 Capstan to be combined and placed at 1 common location for ease of control and functioning all complete as approved by engineer in charge. |
| 247 | Supply of New Pump Motor 10TPH all complete as approved by engineer in charge. |
| 248 | Installation of New Pump Motor 10TPH all complete as approved by engineer in charge. |
| 249 | Refurbisment of gear teeth with complete over hauling including accessories replacement all complete as approved by engineer in charge. |
| 250 | Engineering Design and Procurement:-Design: The contractor is responsible for designing the pump system, including layout, technical specifications, and required equipment based on the project’s requirements.Procurement: The contractor must procure all necessary equipment and materials, including pumps, motors, control panels, valves, piping,fabrications and other auxiliary components. The contract should specify quality and brand requirements.Dismentaling:-The contractor is responsible for dismentaling of existing pumps and its associated fittings.Installation: The contractor is responsible for installing the pumps, related equipment, and systems (such as electrical wiring, controls, and connections). This includes civil works like foundations, structural modifications, and housing for pumps if required.Testing and Commissioning: The contractor must conduct functional and performance tests to ensure the pumps meet the agreed-upon specifications and operate efficiently.Training: The contractor should provide training to the client’s personnel on the operation and maintenance of the pumps. |
| 251 | Pump Performance: Defines performance criteria such as flow rate, pressure, efficiency, and durability of the pumps. This may include energy efficiency standards.Equipment and Material Specifications: Lists the specifications for the pumps, motors, valves, piping, and all related equipment.Compliance with Codes: The contract should ensure compliance with relevant national and international standards for pump design, installation, and safety (e.g., ISO, ANSI, API standards). |
| 252 | Quality AssuranceInspection and Testing: Defines the testing and inspection requirements at various stages of the project, including factory acceptance tests (FAT) for the pumps, testing during installation, and final operational tests.Quality Control Procedures: Specifies the quality control processes that must be followed to ensure that the pump installation meets the required standards, including materials, workmanship, and functionality. |
| 253 | Warranty and MaintenanceWarranties: The contractor should provide a warranty for the pumps and associated systems for a specific period after commissioning. The warranty would cover defects in materials, workmanship, and performance issues (such as pump failure within the warranty period).Post-Commissioning Support: Maintenance and support services may be included as part of the contract, ensuring that the pumps are maintained to operate at optimal performance levels. |
| 254 | Performance GuaranteesOperational Performance: The contractor may need to guarantee the pump system will meet certain operational criteria, such as flow rate, pressure, or efficiency, once fully operational.Performance Testing: The contractor must conduct performance tests to verify that the pump system meets the agreed-upon specifications (e.g., ensuring that the pumps can deliver the required flow and pressure under specified operating conditions). |
| 255 | Supply lay and connected with existing pipeline GI tubing 100mm medium grade including GI fiting and connected accessories. |
| 256 | Supply and fixing Gun metal gate or globe valves, ISI marked (IS-778/84) pressure tested 1.5 mpa with iron wheel head, screwed both ends for iron pipe and fixed complete suitable for 100mm bore pipe all as specified and directed. |
| 257 | Supply and fixing hydrant landing valve type A (single headed) outlet of 63 mm dia of size confirming to (IS- 5260) complete all as specified and as specified and ditected. |
| 258 | Supply and fixing 63mm dia 15 Mtrs long RRL hose type A eith latest marine water hose which has a high durablility confirming complete with male and female coupling complete all as specified and as specified and directed. |
| 259 | Cutting existihg steel tubing for alteration or additions. |
| 260 | Screwing existing steel tubing for alterations and additions. Please Enable Macros to View BoQ information |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
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