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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.0 LAccepted-Finance | 1 | Accepted-Finance Being L1 | |
| 2 | 2₹17.6 L+₹3.6 L (26.0%)Accepted-Finance GOVT CONTRACTOR PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | 2 | Accepted-Finance Being L2 | |
| 3 | 3₹18.5 L+₹4.5 L (32.2%)Accepted-Finance | 3 | Accepted-Finance Being L3 | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹16.9 L
EMD Value
₹33,766
Closing Date
21 Aug 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD-I, APWD, Rangat
Construction of Garage and inside footpath of Veterinary Dispensary at Kadamtala, Middle Andaman.
2023_APWD_11104_1
37/DB/CD-I/RGT/2023-24
Open Tender
Civil Works - Buildings
Item Rate
90 days
Kadamtala
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹33,766
28 Aug 2023
28 Jul 2023
22 Aug 2023
28 Jul 2023
21 Aug 2023
28 Jul 2023
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 :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Providing 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 :
1:1.5:3 (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)
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 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
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in foors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) :
Light shade pigment using white cement
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)
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :
Of sectional area 40 square centimetres and above
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
G.S. Sheet
KUMARESH MONDAL
ARJUN MANDAL
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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