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Tender For Construction Of Anganwadi Centre At Nabagram Vip Under Sd-Iii, Cd, Apwd., Diglipur, Diglipur-Andaman And Nicobar Islands

Andaman Public Works Dept-APWD has published Tender For Construction Of Anganwadi Centre At Nabagram Vip Under Sd-Iii, Cd, Apwd., Diglipur. Submission Date for this Tender is 05-04-2024. Building Work Tenders in Diglipur Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.




Tender Notice

43047866
Tender For Construction Of Anganwadi Centre At Nabagram Vip Under Sd-Iii, Cd, Apwd., Diglipur
Open Tender
Indian
Andaman And Nicobar Islands
Diglipur
05-04-2024

Tender Details

Construction Of Anganwadi Centre At Nabagram Vip Under Sd-Iii, Cd, Apwd., Diglipur

Key Value

Document Fees
Refer document
EMD
INR 39706.0 /-
Tender Value
INR 19.85 Lakhs /-

BOQ Items

Name of work: Construction of Anganwadi Centre at Nabagram (VIP) under SD-III, CD, APWD., Diglipur.
Sl. No. Item Description
1Earth 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.
2All kinds of soil.
3Fillingavailableexcavatedearth (excludingrock)intrenches,plinth.sidesof foundationsetc.inlayersnotexceeding 20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and for all lift
4Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level :
51:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
61:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
71:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
8Providing 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 :
91:1.5:3 (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)
10Reinforcedcement 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:
111:1.5:3 (1cement :1.5 coarsesand(zone-III)derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
12Reinforced 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 foor 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).
13Centering and shuttering including strutting, propping etc. and removal of form for
14Foundations, footings, bases of columns, etc. for mass concrete.
15Shelves (Cast in situ)
16Lintels, beams, plinth beams, girders, bressumers and cantilevers
17Columns, Pillars, Piers, Abutments, Posts and Struts
18Weather shade, Chajjas, corbels etc., including edges
19Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
20Thermo-Mechanically Treated bars of grade Fe-500D or more.
21Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
22Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
23Fixed to openings /wooden frames with rawl plugs screws etc.
24Providing 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).
25Providing and fixing aluminium sliding door 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 nuts and screws etc. complete :
26300x16 mm
27Providing 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 :
28250x10 mm
29150x10 mm
30Providing 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 :
31125 mm
32100 mm
33Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
34Twin rubber stopper
35Providing and fixing to existing door frames.
3624 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of "H" section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. "U" cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer"s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
37Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer"s specification and direction of Engineer -in- charge.
38Structural 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.
39Steel 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.
40Electric resistance or induction butt welded tubes
41Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
42Providing and fixing bolts including nuts and washers complete.
43Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
4440 mm thick with 20 mm nominal size stone aggregate
45Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
46Providing and fixing plain multipurpose cement board(Hight pressure steamcured)withsuitablescrewsforcementparticleboardin ceiling etc. complete (frame work to be paid seperatately).
476 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862:2000
4812 mm cement plaster of mix :
491:4 (1 cement: 4 fine sand)
50Neat cement punning.
51Distemperingwith 1stqualityacrylicdistemper (ready mixed)havingVOCcontentlessthan50gram/litre,of approved manufacturer, of required shade and colour all complete:
52New work (two or more coats) over and including water thinnableprimingcoat withcement primerhavingVOC content less than50 pram/litre
53Finishing walls with Acrylic Smooth exterior paint of required shade .
54New work (Two or more coat applied @ 1.67 ILO 0 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sarM
55Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
56Two or more coats on new work
57Applying priming coats with primer of approved brand and manufacture, having tow VOC (Volatile Organic Compound) content.
58With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 60 grams/ litre
59Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level whiteP.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever) conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever required:
60White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests
61Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink asper IS:13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making goodthe walls wherever required :
62Kitchen sink without drain board 610x460 mm bowl depth 200 mm
63Providing and fixing P.V.C. waste pipe for sink or wash basin includingP.V.C. waste fittings complete.
64Semi rigid pipe 32 mm dia
65Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
6615 mm nominal dia Pipes
67Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
6815 mm dia nominal bore
6925 mm dia nominal bore
70Providing and fixing brass bib cock of approved quality :
7115 mm nominal bore
72Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
7325 mm nominal bore
74Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work):
7515 mm nominal bore
7625 mm nominal bore
77Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
78Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
7915 mm nominal bore
80Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in- charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
81Providing 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).
82Superior Hard Wood Cat-II(A)
83Providingand laying hollow cement concrete blockwalling upto floor five level consisting of hollow block in mix 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 10 mm nominal size) having a crushing strength of 3.5N/sqmm at 28 days as per IS: 2185 (part-I) 1979 laid in cement mortar 1:6 (1 cement 6 coarse sand) upto floor five level.
8440x20x20cm
8540x10x20cm
86Providing cement concrete surface drain with 1:3:6 (1cement: 3 coarse sand: 6 stone aggregate 40mm nominal size) finished with1: 4 (1cement: 4fine sand) including floating coat of neat cement inside the drainand its top and exposed surface including earthwork in excavation and disposal of surplus earth etc.
8715x15cm
88Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of CC 1:4:8, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
89Extra for providing and fixing wind ties of 40x 6 mm flat aluminium section.
90Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
9115mm nominal bore
92Providing and fixing PVC pipe for drain outlet as per direction of Engineer-in-charge.
9375mm dia
94Providing and fixing aluminium hooks and eyes :
95150 mm
96Providing 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.
97Providing 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. Ridges plain (500-600mm)
98Providing and fixing PVC gully or nahani trap in floor with PVC grating of size: 50mm dia PVC grating
99Providing and fixing in position eaves or facia board with 18mm thick 30cm wide WPC Solid board including fixing with nuts and bolts etc, all complete as per the direction of Engineer-in-charge.
100Providing and fixing unplasticised - PVC pipes for sanitation work conforming to IS : 13592 Type B, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
101110 mm dia UPVC pipe
102Providing and fixing unplasticised - PVC pipes for sanitation work conforming to IS : 13592 Type B, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
10375 mm dia UPVC pipe
104Providing and fixingunplasticised - PVC moulded fittings/ accessories for sanitation work conforming to IS : 13592 Type B, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
105Bend 87.5" 75 mm bend
106Providing and fixingunplasticised - PVC moulded fittings/ accessories for sanitation work conforming to IS : 13592 Type B, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
107Bend 87.5" 110 mm bend
108Providing and laying United polyethylene Septic Tank made of Polyethylene in a single moulding with three (3) chambers and 2 manholes, the high wall thickness of Septic tank should with stand load and pressure of the earth to a great extend, fulfilling the technical specification of Type-II (1600 Ltrs) United Polyethylene Septic Tank or equivalent, capacity of flushing per day should be20-25, including inlet, outlet pipes and Air vent pipe of required size etc. all complete laid as per the direction of Engineer in charge.
1091000mm x 2000mm
110Construction ofcement concrete 1:3:6 (1 cement : 3 coarse sand : 6 grade stone aggregate 20mm nominal bore) manhole, R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design:
111Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg):
112Making soak pit filled with honey comb shaft with boulder and PVC Type-A drain pipe 100mm diameter, 1.8 m long i/c earth work and CC 1:2:4 complete as per standard design. Size of 1.50x1.50x1.50 mtr
113Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked aluminium pressed butt hinges bright finished of required size with necessary screws, including panelling with 12mm thick marine plywood, all complete as per direction of Engineer-in-charge.
11425 mm thick Superior Hardwood Cat-II(A) planks with wooden cleats and block, all complete as per direction of Engineer-in-charge.
115Providing and fixing 35 mm thick glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked aluminium butt hinges bright finished of required size with necessary screws.
116Superior hardwood cat-II(A)
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