Tender For Construction Of Underground Fire Water Tank At Brit, Vashi Complex, Navi Mumbai.
Tender Value
4 Crore
Estimated cost
Bid Submission
09 Mar 2023
0 days left
EMD
8.01 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mumbai → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Underground Fire Water Tank At Brit, Vashi Complex, Navi Mumbai.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of rank vegetation, grass, brush wood etc. complete andas directed by the Engineer-in-charge . |
| 2 | From 0.00 upto 1.50 m depth below Average Ground Level |
| 3 | Beyond 1.50 m and upto 3.00 m depth below Average Ground Level |
| 4 | Beyond 3.00m upto 4.50m depth below Average Ground Level |
| 5 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rockincluding shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sidesetc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. |
| 6 | From 0.00 upto 1.50 m depth below Average Ground Level |
| 7 | Beyond 1.50 m and upto 3.00 m depth below Average Ground Level |
| 8 | Beyond 3.00m upto 4.50m depth below Average Ground Level |
| 9 | Earth work excavation in foundationin Hard Rockby Chiselling and / or by mechanical means (Hydraulic excavator)/ Manual means including dewatering if necessary, dressing the sides, ramming the bottom,and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge. |
| 10 | From 0.00 upto 1.50 m depth below Average Ground Level |
| 11 | Beyond 1.50 m and upto 3.00 m depth below Average Ground Level |
| 12 | Beyond 3.00m upto 4.50m depth below Average Ground Level |
| 13 | Disposing the excavated materials, grass, stones, unusable/ waste materials including any construction debris etc. by mechanical transport from site area (BRIT Complex, Vashi) to dumping site selected by Contractor by obtaining all the necessary approvals of concerned competent authority/ authorities using covered trucks to avoid any spillage with all lead and lift including loading, unloading, stacking and spreading, etc. all as per specification and as directed by Engineer-in-charge.Note:- 1) The rates are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock and @ 30% in respect of building debris from corresponding STACK/TRUCK measurement2) Selection of dumping area outside Vashi Complex is contractor’s responsibility.3) No extra payment will be paid for any lead charges from site to dumping yard4 No payment will be paid towards the debris disposal site identified by contractor outside the BRIT Complex, Vashi. |
| 14 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer Incharge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion ofall treatment works including ground floor doors & windows. Work to be executed by approved agency and specified guarantee for 10 (ten) years shall be furnished by the contractor. |
| 15 | Supplying, stacking and laying of 230 mm thickrubble soling stones as under floor baseincluding packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge |
| 16 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawingsbut excluding the cost of Formworkshuttering, centering and steel reinforcement at all Levels |
| 17 | Providing and laying in position cement concrete of 1:3:6/ M-10 with minimum cement content 220 Kg/Cum (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels |
| 18 | Providing and laying in position Reinforced CementConcrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications. |
| 19 | in substructure (up to Plinth Level) |
| 20 | in superstructure (above plinth level) |
| 21 | Providing and laying in position Reinforced CementConcrete (RCC) of Grade M-25 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required,including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specificationsup to Plinth Level |
| 22 | Extra for RCC/PCC UsingReady Mix Concrete from outside Project area including transporting andPumping from approved Batching plants . |
| 23 | Providing and fixing in position 25 mm thick Joint fillerboard of approved makein expansion jointsto the required size and shape, placing and keeping in positioncomplete as per specifications and drawings andas directed by the Engineer in charge. |
| 24 | Providing and fixing in position 50 mm thick Joint fillerboard of Approved make in expansion jointsto the required size and shape, placing and keeping in positioncomplete as per specifications and drawings andas directed by the Engineer in charge. |
| 25 | Providing , centering ,shuttering Form work using PVC film facedplywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels |
| 26 | For Sub Structure |
| 27 | For Super StructureNote :1) Steelstaging will have to be used for all structural /RCC works at all levels / heights.2) All surfaces adjacent to EPs, etc., shall be in true line and level & irregularities, if any, shall be rounded by mechanical grinding, chiselling, finishing the same using epoxy silica sand mortar( conbextra GP2 od M/s Fosroc or approved equivalent) at no extra payment.3) The Design of Formwork shall be submitted for approval before commencement of work. 4) All tie rod holes, irregularities are to be made good with Conbextra GP2 of M/s. Fosroc or approved equivalent at Contractors own cost. |
| 28 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coatedG.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. |
| 29 | Steel Supplied by the ContractorUsing TMT bars of specified grades all dia bars. TMT bars to be supplied by the contractormanufactured byapproved brands of BARC only Confirming to IS:1786 |
| 30 | Providing Structural steel work using angles, channels, joists and other sections, weldedand / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structuresincludingsupplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawingsand as directed by theEngineer in charge.Up to and including 300 mm Joists, 350 mm channels, and below sections Using materials of approved equivalent quality/ product meeting technical parameters, confirming to IS 2062. All test reports to be provided along with the supply of the materials. Note: 1) Structural steel required for the work shall not be supplied by theDepartment and the contractor has to procure the same. 2)Welding weights, connections, bolts and nutsshall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.3)All holes will be made by drilling only.Gascutting of holes will not be permitted. 4)Electrodes of approved equivalent quality/ product meeting technical parameters only shall be used |
| 31 | Providing Structural steel work in M.S Plain Plates and chequrred Platesfor Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approvedzinc chromate steel primer etc.including cost ofstructural steel Plates, welding all labour charges etc. complete as per drawings and specifications. |
| 32 | Using materials manufactured by approved brands of BARC onlyAll test reports to be provided along with the supply of the materials Note: 1) Structural steel required for the work shall not be supplied by theDepartment and the contractor has to procure the same.2)Welding weights, connections, bolts and nutsshall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 3)All holes will be made by drilling only.Gascutting of holes will not be permitted. 4)Electrodes manufactured by M/s. Advani Oerlikon, ESAB India, Indian Oxygen and D&HSECHERON only shall be used |
| 33 | Providing and fixingfabricated embedded parts made ofHot dip Galvanized M.S pipes&Flanges etc.( Galvanizing of minimum 80 Micron thick) as perdrawings of approvedmake and qualityby welding,fixing, embedding in concreteat siteetc.as per drawings, specifications complete. A sample to be fabricated and to be got approved by theProject Engineerbefore starting of work at site. This work to be executed through approved specialized agency. |
| 34 | Providing and constructing Half brick masonry using Flyash/ FlyashLime bricks in substructure with minimum 70 kg / Sq.cm strength of approved make and size in partition walls in C.M 1:4 using crushed sand including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications but excluding reinforcement. (Reinforcement will be paid under relevant item) |
| 35 | Providing and constructing Brickwork in cement mortar 1:6using crushed sand withFlyash / FlyashLime bricks with minimum 70 kg / Sq. cm strength of approved make and size in Sub structure including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. |
| 36 | Providing and constructing Brickwork in cement mortar1:4 using crushed sand withFlyash/ FlyashLime bricks with minimum 70 kg/ sq.cm strength of approved make and size in super structure up to and including FloorIILevel including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. |
| 37 | Providing 12 mm thick Internalplasteringin cement mortar1:4 without cement punning (usingcrushed sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curingall as per specifications, drawings and as directed at site complete. |
| 38 | Extra for cement punning for all types of mixes complete all as per specifications and as directed |
| 39 | Providing 15mm thick plastering using Ready mix internal plastering compound of approved make for internalfaces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding completeall as per specifications and as directed at site by the Engineer-in-charge |
| 40 | Providing20 mm thick plastering using Ready mixexternal plastering compound ofapproved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaningscaffoldingup to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge |
| 41 | ProvidingandfixingMinimum 15 mmthickgangsawcutmirror polished (premoulded and prepolished) machine cut Granite of Jet Blackcolourforkitchenplatforms,vanitiycounters,washbasin counters, door frames, window sills, facias and similar locations of requiredsizeofapprovedshade,colourandtexturelaidover20 mm thick base cement mortar 1:4 (using crushed sand) with joints treatedwithwhitecement,mixedwithmatchingpigment,epoxy touchups,includingrubbing,curing,mouldingandpolishingthe edges to give high gloss finish etc. complete at all levels. |
| 42 | Providing and laying 50 mm thick cement concrete flooring with concrete hardner topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including providing and fixing 30 X 3mm glass strip,This includes cost of cement slurry, finishing to the required finishing and cleaning neatly while handing over the areas etc. complete as per specifications and drawings. |
| 43 | Providing and layingminimum 25 mm thickuniform shade Kotah stone flooring over 20 mm thick (Avearge) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing in minimum three levels to obtainmirror polish complete with base cement mortar 1:4 (using crushed sand) all as per specifications, patterns and drawings complete. |
| 44 | Providing and LayingMinimum 25 mm thickuniform shade Kotah stonetreads and risers of steps, skirting,window sills in single length up to 2.00 metres length slabdado and pillars laid on 12 mm thick (average) cement mortar 1:3 (using crushed sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing to obtain mirror finishcomplete as per specifications, drawings and as directed by the Engineer-in-charge |
| 45 | Extra for nosing in steps of treads Using Kotah stone |
| 46 | Providing patented cement based water proofing treatment from outside to Basement, lift pits, trenches, and other underground structures during construction, consisting of a water proof layer over cement concrete 1:3:6 bedding finished with Rough Shahbad stone of about 20 mm thick, well pointed in the joints with cement and approved make waterproofing compound as per manufcturer\"s specification and continuing the treatment after completion of floor slab & side walls on the outer face of walls up to 300 mm above the adjacent ground level complete as directed by the Engineer-in-charge. The total treatment of waterproofing treatment shall be around 75 mm for floors and 35 to 40 mm thick for walls. |
| 47 | From 0.00 to 6.0 m depth using river sand / crushed sandNote: The cost of 1:3:6 is not included in this item and is to be catered for separately.A working space of about 600 mm shall have to be provided in the excavtion separately for the treatment of exterior faces of walls. The water proofing treatment is to be Guaranteed for bone dry condition for a period of 10 years . \"The measurement for payment shall be as per actual area covered by the treatment |
| 48 | Providing and placing in position suitable PVC water stops of approved make conforming to IS 12200for construction / expansion joints between two RCC Members and fixed to the reinforcement with binding wire before pouring concrete etc. complete as per specifications and as directed by the Engineer-in-charge |
| 49 | 225 mm wide water stopper |
| 50 | 150 mm wide water stopper |
| 51 | Providing and fixing 3 mm thickAluminiumsheet covering over expansion joints with iron screws as per design to match the colour / shade of wall treatment including all materials, labour, scaffolding complete as per drawings and specifications. |
| 52 | 150 mm wide anodized3mm thick Aluminium sheet to the shape. |
| 53 | Providing, supplying and sealing the Expansion Joints with Gungrade Polysulphide sealantsuitable for RCC Construction Joints ofapproved make or approved equivalent quality or product meeting technical parameter by removing the expansion joint board up to 25 mm deep and cleaning the suface neatly and filling Gungrade sealent up to 25 mm deep to the lines and levels complete all asper manufacturers specifications and asdirected by theproject engineer. |
| 54 | 50mm wide expansion Joints |
| 55 | Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 56 | Providing and applying white cement based wall putty of approved make over concrete or Plastered surfaceup to 3 mm thickto get uniform surface free from undulationincluding cleaning complete all as directed by the Engineer-in-charge |
| 57 | Providing and Painting twocoats of synthetic enamel paint on Steel Surfaces of approved brand and manufacture to give an even shade without primer coat, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 58 | Providing, applying and finishing walls with two coats of premium fine textured exerior paint of required shade over new work including base coat of water proof cement paint,preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 59 | On Plain plastered / concrete sufaces |
| 60 | Providing and fixing hand rail using304 grade Stainless Steel pipesof approved size and make and qualityby welding, mirror / matt polishing, fixing at siteetc. forbalcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge |
| 61 | Providing cement based water proofing treatment to the new terraces, chajjas, cleaning the concrete surfaces, giving injections to the top slab as required with cement and approved waterproofing compound solution to fill up all inherient holes, voids, honeycombs etc. in the concrete slab, setting brickbat coba in waterprrof mortar with necessary gradient for easy flow of water and continue the treatment along the inner faces of parapet or other adjoining wall up to a height of 300 mm in thew shape of vattas, with waterproof plaster finished smooth with trovel in cement / geru with false markings of 300 mm squares complete as directed by the Engineer-in-charge |
| 62 | With Average thickness of 120 mm and minimum thickness atkhurra as 65 mm using river sand / crushed sand |
| 63 | Average 65 mm thick for chajjas using river sand / crushed sand |
| 64 | Providing and fixingG.I pipe sleeves 600 mm long of specified sizewith puddle flange of specified size for rain water down takes to be embedded in RCC slabs/ RCC roof gutters to connect rain water pipes by welding or with screwed sockets all as per the drawings and as directed at site. (Thesesleeves to be fabricated and embedded at the time of concreting in true vertical ) |
| 65 | Heavy quality \"C\" Class 150 mm n/b G.I pipe of approved make with 250 mm x 250 mm puddle flange |
| 66 | Painting (twocoats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a priming coat of ready mixed zinc chromate yellow primer, including preparation of the surfaces, scaffolding complete. |
| 67 | Providing, supplying, fixing in position in walls Rain water down take pipes usingCentrifugally cast iron pipes (3.00 metres long) including required specials like bends, shoes etc forRain water down takepipes Confirming to IS.3989 of approved make including cost of Jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes,painting with primer , fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site. |
| 68 | 150 mm C.I . rainwaterdown take pipe with 1.20 Kg lead per joint (pipe as per IS 3989) |
| 69 | Providing and fixing 304 grade Stainless Steel pipesof approved size and make and quality by cutting and placing in position including embedding if necessary complete as per specification and as directed by the Engineer in charge |
| 70 | Supplying and fixing Rolling shutters of approved make as per ISI standardsmade out of required size of MS lathes 18 gauge interlocked together throughout entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M. S top cover of required thickness for rolling shutters. |
| 71 | Rolling shutters gear operated type with handlesincluding top hood 0.90 mm thick. |
| 72 | Providing, supplying and fixing hollow metal flush steel doors 40 mm thick of approved make consisting of door frame and shutters and all hardware fittings, frame made out of 14gthick G.I sheets and shutters made of 16g thick sheets, hollow portion filled with puff, including necessary stiffners in shutters and frame, vision panel of specified size with 4 mm glass and clip on pressed steel frame for vision panels, fixing4 nos heavy duty stainless steel 304 grade ball bearing hinges, mortise / dead lock of approved make, a pair of 200 mm long stainless steel handles,250 mm longstailless steel tower bolt, etc. frame hollow portion filled with PCC 1:2:4, necessary hold fast embedded in concrete,fixing in concrete with anchor fastners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge |
| 73 | Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately) |
| 74 | Anodised Aluminium sections (Minimum anodizing thickness of 15 micron) |
| 75 | Extra for colour anodizing |
| 76 | Providing and fixingapproved quality and shape star locks cum handle ofapprovedmake for slidingshutters. |
| 77 | Providing and fixingapproved quality stain less steel body roller wheelsof approved make for slidingshutters. |
| 78 | Dismantlingplain cement concretemanually / by mechanical meanscarefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge |
| 79 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge |
| 80 | Dismantling of RCC works includingCuttingand stacking of steel reinforcement bars and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge |
| 81 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead |
| 82 | Demolishing dry stonepitching in floors, drains etc. including stacking serviceable materials and disposal of unserviceable materials within 200 m lead |
| 83 | Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge |
| 84 | Providing and laying non pressure NP2 classRCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete. |
| 85 | 300 mm Dia RCC Hume pipe class Np2 |
| 86 | 450 mm Dia RCC Hume pipe class Np2 |
| 87 | Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge |
| 88 | Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6(using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. completeas per drawings and specifications. |
| 89 | Providing and constructing Random Rubble masonry using approved Rubble stone in super structure (above plinth)in C.M 1:6(using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth leveland up to and including 20 m heightincluding scaffolding, curing etc. complete as per drawings and specifications. |
| 90 | Supplying , cutting to shape and fixingspecified diameter UPVCpipes as per IS 4985 in RR Masonry/ RCC wallsfor weep holes complete all as per drawings and as specified at site. |
| 91 | 110 mm dia UPVC Pipes |
| 92 | Supplying and fixing Cast IronMan hole or Cast Iron Steps cover of approved make and weight as specified in the drawings or as directed by the Engineer in charge. |
| 93 | Providing and fixing heavy quality stainless steel / C.P brass gratingof approved equvalent makeas specified for floor traps / nahani traps all as directed by the Engineer-in-charge |
| 94 | SS grating 150 mm square with frame |
| 95 | Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works,ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge.Notes :(1)Each Job shall be carried out by one qualified Technician having minimum SSC or Trade certificatein Masonary/Plumber/Carpenter/Painter Trade of less than one year duration from ITI/Government Recognised Vocational Training Institute.(2)Deployment: The contractor shall deploy one Technician for each job for 6 working days per week for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account.3) Period of work: The contractor shall carry out 1 Jobs per day for the period (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Technician exclusively for the particular job.mentioned in NIT.(5) Person should be engage after scrutiny of BARC Engineers and approved by Competent authority. |
| 96 | Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works,ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Degree holder with 1 (one ) year experience/Diploma holder with 3 yearexperience /Licentiate in Civil/Construction Engineering / Technology conducted by Board of Technical Examinations / University/ Autonomous Govt / Govt recognized recognized Polytechnic/ Institute. (2)Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account.(3) Period of work: The contractor shall carry out 1 (one)/2 (two) Jobs per monthas per requirement at site for the period mentioned in NIT.(4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one engineer exclusively for the particular job.(5) Engineer should be engage after scrutiny of BARC Engineers and approved by Competent authority. |
| 97 | Supplying man power along with necessary pans, spades, shovels pickaxe, punjas, ropes, small special spade, raincoats, safety shoes, etc. minimum two number of labour per day upto maximum any number of labour as and when decided by Project Engineer to work for eight hours per day or monsoon period to carry out the cleaning of choked drains grating grills/hume pipes /footpath by removing the dry leaves, silt etc. and also carry out seasonable departmental work allotted by Project Engineer from time to time. |
| 98 | Providing F3 finish over concrete surfaces in cement mortar 1:1.5 (1 part cement : 1.5 part fine sand) including wetting the surface, labours, curing, all materials, scaffolding, at all elevations complete all as per specification and as directed by the Engineer-in-Charge. |
AI Tender Summary
Tender Timeline
Feb 10, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMar 09, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 14, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
Completed