Tender For Construction Of Intake Well Pump House And Pipeline Connecting Existing Filter Unit Naveen Nagar And Head Quarter I C Supplying And Commissioning Of Pump Near Khudirampur Bridge At Ward No. I, Under Sd-I, Cd, Apwd, Diglipur
Tender Value
1.32 Crore
Estimated cost
Bid Submission
25 Oct 2024
0 days left
EMD
2.65 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
diglipur → Andaman And Nicobar Islands
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Intake Well Pump House And Pipeline Connecting Existing Filter Unit Naveen Nagar And Head Quarter I C Supplying And Commissioning Of Pump Near Khudirampur Bridge At Ward No. I, Under Sd-I, Cd, Apwd, Diglipur
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 2 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 3 | All kinds of soil |
| 4 | Earth work in excavation by mechanicalmeans (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 5 | All kinds of soil. |
| 6 | Fillingavailableexcavatedearth (excludingrock)intrenches,plinth.sidesof foundationsetc.inlayersnotexceeding 20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and for all lift |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 8 | All kinds of soil |
| 9 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 10 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 13 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | Providingandlayinginpositionreadymixedorsitebatched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana/OrdinaryPortland /PortlandSlagcement, admixturesinrecommendedproportionsasperIS: 9103to accelerate /retard setting of concrete, to improve durability and workabilitywithoutimpairingstrength;includingpumpingof concretetositeoflaying,curing,carriageforallleads;but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 15 | All works upto plinth level :Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 16 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 17 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 18 | Reinforcedcement concreteworkinwalls(any thickness), includingattachedpilasters,buttresses,plinthandstring courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: |
| 19 | 1:1.5:3 (1cement :1.5 coarsesand(zone-III)derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 20 | Reinforced cement concrete work in beams, suspended foors, roofshavingslopeupto 15°landings,balconies,shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 22 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 23 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 24 | Suspended floors, roofs, landings, balconies and access platform |
| 25 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 26 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 27 | Extra for shuttering in circular work (20% of respective centering and shuttering items) |
| 28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 29 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 30 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 31 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 32 | 100x10 mm |
| 33 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 34 | 100 mm |
| 35 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 36 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 37 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover |
| 38 | Providing and fixing ball bearing for rolling shutters. |
| 39 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.)trussesetc.,includingcutting,hoisting,fixingin position and applying a priming coat of approved steel primer, including welding andbolted withspecial shaped washers etc. complete. |
| 40 | Electric resistance or induction butt welded tubes |
| 41 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 42 | Providing and fixing bolts including nuts and washers complete. |
| 43 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 44 | 12 mm cement plaster of mix : |
| 45 | 1:4 (1 cement: 4 fine sand) |
| 46 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 47 | 1:3 (1 cement: 3 fine sand) |
| 48 | Distemperingwith 1stqualityacrylicdistemper (ready mixed)havingVOCcontentlessthan50gram/litre,of approved manufacturer, of required shade and colour all complete: |
| 49 | New work (two or more coats) over and including water thinnableprimingcoat withcement primerhavingVOC content less than50 pram/litre |
| 50 | Finishing walls with Acrylic Smooth exterior paint of required shade . |
| 51 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm |
| 52 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 53 | Two or more coats on new work |
| 54 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : |
| 55 | Two or more coats on new work |
| 56 | Providing and fixing bright finished brass hard drawn hooks and eyes : |
| 57 | 150 mm |
| 58 | Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : |
| 59 | 150 mm diameter pipe |
| 60 | Supplying pig lead at site of work. |
| 61 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : |
| 62 | 150 mm diameterClass I |
| 63 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : |
| 64 | Up to 600 mm dia |
| 65 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : |
| 66 | 150 mm dia pipes |
| 67 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : |
| 68 | 150 mm dia Ductile Iron Class K-9 pipes |
| 69 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equalavent(size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping aluminium screws (Xylan) of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 70 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equalavent(size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usning self drilling/self tapping screws complete. |
| 71 | Ridges plain (500 - 600mm) |
| 72 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). |
| 73 | Superior hardwood Cat-II (A) |
| 74 | Providing cement concrete surface drain including earthwork excavation 10cm thick base concrete and 15 cm thick side wall with 1:3:6 ( 1 cement : 3 Coarse sand: 6 graded stone aggregate of 40 mm nominal size) cement concrete finished with 1:4 (1 cement : 4 sand) a floating coat of neat cement inside the drain and its and exposed surface i/c earthwork in excavation and disposal of surplus earth etc. |
| 75 | 15 x 15cm Surface drain |
| 76 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of Stone Aggregate 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 77 | Providing and laying hollow cement concrete block walling upto floor five level of using Hollow block of mix(1 cement:3 coarse sand:6graded stone aggregate. 12mm nominal size) having a crunching strength of 3.5N/Sqm at 28 days as per IS: 2185 (part-I) 1979 laid in cement mortar 1:6 (1cement : 6 coarse sand ) upto to floor five level. |
| 78 | Hollow block 200mm thick size 400x200x200mm |
| 79 | Providing and fixing35mm thick glazed shutters for windowswith superior hard wood cat-II (A) using 10 kg/sqm 4mm thick glass and MS butt hinges and screws including the cost of panelling as per thedirection of Engineer-in-Charge. |
| 80 | Superior hard wood Cat-II(A) |
| 81 | Supplying and filling in plinth with Pulverised sand under floors, including watering, ramming, consolidating and dressing complete. |
| 82 | Providing and fixing in position eaves or facia borad with 18mm thick 30cm wide WPC Solid board i/c fixing with nuts and bolts etc. all complete as per direction of Engineer-in-Charge. |
| 83 | Providing weep holes in brick masonry/plain/reinforced cement abutment, wing wall/return wall/with PVC pipe, extending through the full width of the structure with slope IV:20H towards draining force complete as per drawing and technical specification: |
| 84 | 80mm dia PVC pipe |
| 85 | Providing and fixing PVC pipe i/c cutting & placing for weep hole : |
| 86 | 50 mm dia PVC pipe |
| 87 | Providing and placing of stone boulders as filter media by gravels of size (10 to 40mm): |
| 88 | Construction of Coffer Dam 1.50 mtr above ground level in the nallah side of the structure to prevent water from entering the working area with suitable materials like jungle ballies, gram sheets on both sides and filling non previous soil in between with proper compaction as the direction of Engineer-in-charge. |
| 89 | Providing and laying C.I./D.I. Non return valves with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). |
| 90 | 150mm diameterClass-I |
| 91 | SITC of pump set with water cooled diesel engine equivalent to Kirloskar Make 6R1080, 79HP, 1500 RPM coupled with water pump equivalent to Kirloskar make, model RKB 125/27M, 5 stage with std C.I. Impeller having suction and delivery of 150mmx125mm wutg a minimum discharge of 140.4 cum/hr at a head of 110 mtrs including base frame with foundation bolts and nuts, coupling assembly, C.I. foot valve 150mm etc,m fuel tank assembly with bracket of minimum 200 litres capacity, 2x12 Volts 180 AH battery with cables and stand, silencer pipe, part catalogue, SFC & environment friendly certificate, standard tools etc as required. |
AI Tender Summary
Tender Timeline
Oct 08, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedOct 25, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 25, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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