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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.5 LAccepted-Finance | 1 | Accepted-Finance Technical and financial bid are in order. | |
| 2 | 2₹7.9 L+₹39,702.45 (5.30%)Accepted-Finance | 2 | Accepted-Finance Technical and financial bid are in order. | |
| 3 | 3₹8.3 L+₹82,248.92 (11.0%)Accepted-Finance | 3 | Accepted-Finance Technical and financial bid are in order. | |
| 4 | 4₹8.7 L+₹1.2 L (16.2%)Accepted-Finance | 4 | Accepted-Finance Technical and financial bid are in order. | |
| 5 | 5₹8.7 L+₹1.3 L (16.7%)Accepted-Finance | 5 | Accepted-Finance Technical and financial bid are in order. |
Tender Value
₹9.1 L
Closing Date
1 Feb 2022, 3:00 pmClosed
EE, NACD, APWD, Mayabunder
EE, NACD, APWD, Mayabunder
Construction of Parking shed of size 10.50m x 5.30m at District Court Building, Mayabunder, NM Andaman under Sub Division No.I, NACD, APWD, Mayabunder.
2022_APWD_4973_1
NIT NO.68/2021-22/EE/NACD
Open Tender
Civil Works - Buildings
Works
60 days
EE, NACD, APWD, Mayabunder
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
Exempted
4 Feb 2022
17 Jan 2022
2 Feb 2022
17 Jan 2022
1 Feb 2022
17 Jan 2022
Amount
Earth 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.
All kinds of soil.
Filling 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.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources).
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
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).
Providing 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 :
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).
Reinforced 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
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).
Reinforced 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)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Extra for shuttering in circular work (20% of respective centering and shuttering items)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
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.
Steel 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.
Electric resistance or induction butt welded tubes
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Providing and fixing bolts including nuts and washers complete.
Steel 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.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
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.
Providing 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 :
Ridges plain (500 - 600mm)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade :
New 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)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
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 bed by stone aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
Providing cement concrete surface drain including earthwork in excavation, 10 cm thick base concrete and 15 cm thick side walling with 1:3:6 (1 cement; 3 coarse sand; 6 graded stone aggregate 40mm nominal size) finishing with 1:4 (1 cement; 4 sand) including floating coat of neat cement including drain and its top and exposed surface including earth work in excavation and disposal of surplus earth etc. complete.
23x23 cm surface drain.
Providing and fixing eaves or facia baord with 19mm thick WPC board 30 cm wide including fixing with GI nut and bolts etc. complete.
Providing and laying hollow block cement concrete block walling 100mm thick consisting of hollow block of size 400mm x 100mm x 200mm of mix 1:3:6 (1 cement; 3 coarse sand; 6 graded stone aggregate 10mm nominal size) having a crushing strength of 3.5N/Sqm at 20 days as per IS:2185 (Part-I) 1979 laid in cement mortar 1:6 (1 cement; 6 coarse sand) upto floor five level.
Providing and fixing multipurpose cement board (High Pressure steam cured) in joints of cement concrete pavements.
75 to 100mm wide & 6mm thick.
Extra for providing and fixing wind ties of 40x 6mm Aluminium section.
Ananta Sadhukhan
JOSHY P. JOHN
DAYANAND
P MOHAMMED VASEEM
APURBA THAKUR
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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