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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-Finance 124 JN ROAD DELANIPUR PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | L1 | Accepted-Finance Responsive | |
| 2 | L2₹7.6 L+₹471 (0.06%)Accepted-Finance SHADIPUR NEAR CORPORATIVE BANK SHADIPUR SOUTH ANDAMAN ANDAMAN NICOBAR 744106 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744106 | L2 | Accepted-Finance Responsive | |
| 3 | L3₹7.6 L+₹1,074 (0.14%)Accepted-Finance | L3 | Accepted-Finance Responsive | |
| 4 | L4₹7.6 L+₹6,656 (0.88%)Accepted-Finance | L4 | Accepted-Finance Responsive | |
| 5 | L5₹7.7 L+₹12,636 (1.67%)Accepted-Finance GOVT CONTRACTOR LILLYPUR BASTI HADDO PORT BLAIR PIN 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | L5 | Accepted-Finance Responsive |
Tender Value
₹9.1 L
Closing Date
29 Sept 2021, 3:00 pmClosed
EE PBSD APWD Port Blair
EE PBSD APWD Port Blair
Construction of Waiting Hall in Back Side of Ortho Ward at G.B.Pant Hospital, Port Blair.
2021_APWD_3669_1
NIT 42/EE/PBSD/2021-22
Open Tender
Civil Works - Buildings
Works
45 days
G.B. Pant Hospital Port Blair
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
Exempted
6 Oct 2021
2 Sept 2021
30 Sept 2021
2 Sept 2021
29 Sept 2021
2 Sept 2021
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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).
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).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
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.
Cement 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.
40 mm thick with 20 mm nominal size stone aggregate
Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
40 mm wide and 4 mm thick
Providing 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.
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)
Gutter (600 mm over all girth)
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 black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
M/S TRIPATHI AND BROTHERS
MATHI CONSTRUCTION
Raj Construction
V.S.K.BUILDERS
MILESTONE ENGINEERING
M/s RPG & Company
K MARUTHU PANDIYAN
MANMAD RAO T
T T TRADING COMPANY
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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