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Construction Of 02 Nos Class Rooms For Gsss Bengali Teressa Under Samagra Shiksha 2Nd Call , Teressa-Andaman And Nicobar Islands

Andaman Public Works Dept-APWD has published Construction Of 02 Nos Class Rooms For Gsss Bengali Teressa Under Samagra Shiksha 2Nd Call . Submission Date for this Tender is 24-09-2021. Building Work Tenders in Teressa Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.




Tender Notice

29090711
Construction Of 02 Nos Class Rooms For Gsss Bengali Teressa Under Samagra Shiksha 2Nd Call
Open Tender
Indian
Andaman And Nicobar Islands
Teressa
24-09-2021

Tender Details

Construction Of 02 Nos Class Rooms For Gsss Bengali Teressa Under Samagra Shiksha 2Nd Call

Key Value

Document Fees
Refer document
EMD
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Tender Value
INR 54.63 Lakhs /-

BOQ Items

Name of Work: Construction of 02 nos. class rooms for GSSS Bengali, Teressa under Samagra Shiksha (2nd Call).
Sl. No. Item Description
1Earth work in excavation by mechanical means (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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2All kinds of soil.
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
4All kinds of soil
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
61:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size).
71:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size)
8Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
9Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(Zone III) : 4 graded stone aggregate 12.5mm nominal size).
10Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
11Providing 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 :
121:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
13Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
141:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
15Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 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) : 3 graded stone aggregate 20 mm nominal size).
16Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
17Thermo-Mechanically Treated bars of grade Fe-500D or more.
18Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
19Thermo-Mechanically Treated bars of grade Fe-500D or more.
20Centering and shuttering including strutting, propping etc. and removal of form for :
21Foundations, footings, bases of columns, etc. for mass concrete
22Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
23Lintels, beams, plinth beams, girders, bressumers and cantilevers
24Columns, Pillars, Piers, Abutments, Posts and Struts
25Providing and laying hollow cement block walling upto floor five level 200mm thick using hollow block of size 400mm x 200mm x 200mm of mix 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 12.50mm nominal size) having curshing strength 3.5 N/mm2 at 28 days as per I.S. 2185 (Part I) 1979 laid in cement mortar 1:6 (1 cement : 6 coarse sand) complete.
26Providing and laying hollow cement block walling upto floor five level 100mm thick using hollow block of size 400mm x 200mm x 100mm of mix 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 12.50mm nominal size) having curshing strength 3.5 N/mm2 at 28 days as per I.S. 2185 (Part I) 1979 laid in cement mortar 1:6 (1 cement : 6 coarse sand) complete.
27Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
28Providing 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).
29Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
3035 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
31Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.
32Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
33Providing 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.
34Fixed to openings /wooden frames with rawl plugs screws etc.
35Providing 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 :
36125 mm
37100 mm
38Providing 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 :
39200x10 mm
40150x10 mm
41Providing 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 :
42250x16 mm
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
4512 mm cement plaster of mix :
461:4 (1 cement: 4 fine sand)
47Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
48Water thinnable cement primer.
49Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer"s specification.
50Two or more coats on new work.
51Finishing walls with water proofing cement paint of required shade :
52New work (Two or more coats applied @ 3.84 kg/10 sqm).
53Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
54Two or more coats on new work.
55Structural 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
56Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
57Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
58Electric resistance or induction butt welded tubes.
59Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade:
60Two or more coats on new work.
61Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 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 Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws 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.
62Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 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 using self drilling/ self tapping screws complete :
63Ridges plain (500 - 600mm).
64Gutter (600 mm over all girth).
65Extra for providing and fixing wind ties of 40x 6mm flat iron section.
66Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
67110 mm diameter
68Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
69Coupler 110 mm
70Single tee with door110x110x110 mm
71Bend 87.5° 110 mm bend
72Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
73110 mm
74Providing 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).
75Providing and fixing plain multipurpose cement board (High pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid separately).
766 mm thick Cement fiber board as per IS: 14862
77Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-charge.
78Making plinth protection 50 mm 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 dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
79Providing cement concrete surface drain with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) finished with 1:4 (1 cement : 4 sand) including floating coat of neat cement inside the drain and its top and exposed surface including earth work in excavation etc complete as per standard design. 23cm x 23cm surface drain.
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