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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.1 LAccepted-Finance | 1 | Accepted-Finance L1 |
Tender Value
₹8.1 L
EMD Value
₹16,168
Closing Date
8 Feb 2024, 3:00 pmClosed
Executive Engineer PRI Lucknow Mayabunder
Office of the Executive Engineer PRI Mayabunder
Extension of roof and modification in shed in the Vegetable Market at Bakultala under GP, Urmilapur.
2024_RDPRI_13187_1
113/EE/PRI/MB/23-2024
Open Tender
Civil Works - Others
Works
180 days
Urmilapur
Refer Tender Document
5 documents required · 5 mandatory
₹500
Yes
Executive Engineer PRI N and MAD Mayabunder
₹16,168
Yes
10 Feb 2024
30 Jan 2024
8 Feb 2024
30 Jan 2024
8 Feb 2024
30 Jan 2024
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.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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 pulverised sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1:3:6 (1 Cement : 3 pulverised sand (zone-III) derived from natural sources: 6 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
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.
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.
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 River sand)
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 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
Cement concrete flooring 1:2:4 (1 cement : 2 pulverised 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
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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