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Construction Of Open Community Hall Size 60X40ft With Steel Truss Tin Roofing, Tiles Flooring And 01 Mtr. Height At Ward No.06, Talbagan Bazar, Paschimsagar Gp, Diglipur Under Mplads Construction Of Open Community Hall Size 60X40ft With Steel Truss Tin Ro, Ward No. 6, Talbagan, Diglipur-Andaman And Nicobar Islands

Andaman Public Works Dept-APWD has published Construction Of Open Community Hall Size 60X40ft With Steel Truss Tin Roofing, Tiles Flooring And 01 Mtr. Height At Ward No.06, Talbagan Bazar, Paschimsagar Gp, Diglipur Under Mplads Construction Of Open Community Hall Size 60X40ft With Steel Truss Tin Ro. Submission Date for this Tender is 27-09-2021. Building Work Tenders in Ward No. 6, Talbagan, Diglipur Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.




Tender Notice

29185594
Construction Of Open Community Hall Size 60X40ft With Steel Truss Tin Roofing, Tiles Flooring And 01 Mtr. Height At Ward No.06, Talbagan Bazar, Paschimsagar Gp, Diglipur Under Mplads Construction Of Open Community Hall Size 60X40ft With Steel Truss Tin Ro
Open Tender
Indian
Andaman And Nicobar Islands
Ward No. 6, Talbagan, Diglipur
27-09-2021

Tender Details

Construction Of Open Community Hall Size 60X40ft With Steel Truss Tin Roofing, Tiles Flooring And 01 Mtr. Height At Ward No.06, Talbagan Bazar, Paschimsagar Gp, Diglipur Under Mplads Construction Of Open Community Hall Size 60X40ft With Steel Truss Tin Roofing, Tiles Flooring And 01 Mtr. Height At Ward No.06, Talbagan Bazar, Paschimsagar Gp, Diglipur Under Mplads

Key Value

Document Fees
INR 500 /-
EMD
Refer document
Tender Value
INR 34.64 Lakhs /-

BOQ Items

Name of Work: Construction of Open Community Hall (Size 60x40ft) with steel truss tin roofing, tiles flooring and 01 mtr. height at Ward No.06, Talbagan Bazar, Paschimsagar GP, Diglipur under MPLADS.
Sl. No. Item Description
1Filling 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 upto 1.5 m.
2Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
3All kinds of soil.
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
51:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
61:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
7Reinforcedcementconcreteworkinbeams,suspended floors,roofshaving slopeup 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 (1cement: 1.5coarsesand (zone-III)derivedfromnaturalsources: 3gradedstone aggregate 20mm nominalsize derivedfrom natural sources).
8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :
91:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived fromnatural sources: 3 graded stone aggregate 20 mm nominalsize derived from natural sources).
10Reinforced cement concrete work in walls (any thickness), including attachedpilasters,buttresses,plinthandstring 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
111:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources).
12Centering and shuttering including strutting, propping etc. and removal of form for
13Foundations, footings, bases of columns, etc. for mass concrete
14Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
15Lintels, beams, plinth beams, girders, bressumers and cantilevers
16Columns, Pillars, Piers, Abutments, Posts and Struts
17Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
18Thermo-Mechanically Treated bars of grade Fe-500D or more.
19Structural 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.
20Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
21Providing and fixing bolts including nuts and washers complete.
22Steel 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.
23Electric resistance or induction butt welded tubes
24Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
25In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
26Providing 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.
27Providing 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 Engineer-in-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.
28Providing 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 :
29Ridges plain (500 - 600mm)
3012 mm cement plaster of mix :
311:4 (1 cement: 4 fine sand)
3212 mm cement plaster finished with a floating coat of neat cement of mix :
331:4 (1 cement: 4 fine sand)
34Finishing walls with Acrylic Smooth exterior paint of required shade :
35New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
36Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
37Two or more coats on new work
38Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
39Two or more coats on new work
40Providing and fixing in position eaves or facias boards with precoated galvanized iron profile sheets including fixing with nuts and bolts etc. complete.
41Making 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 dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
42Providingand 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.
43With hollow block of size 40x20x20cm
44Providing 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.
4523cmx23cm surface drain
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