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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.0 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | 2₹10.1 L+₹15,007.46 (1.51%)Accepted-Finance | 2 | Accepted-Finance L2 | |
| 3 | 3₹10.6 L+₹63,295.27 (6.36%)Accepted-Finance | 3 | Accepted-Finance L3 |
Tender Value
₹12.7 L
EMD Value
₹25,430
Closing Date
30 Jul 2024, 3:00 pmClosed
The Executive Engineer, PRI, N and MA
Office of The Executive Engineer, PRI, N and MA
C/o Steel tubular structure for segregation of various solid waste under SLWM cluster under Gram Panchayat, Kishorinagar.
2024_RDPRI_14939_1
14/EE/PRI/N MA/MB/24-2025
Open Tender
Civil Works - Others
Works
180 days
Kishorinagar
refer Tender Document
5 documents required · 5 mandatory
₹500
The Executive Engineer, PRI, N and MA
₹25,430
6 Aug 2024
24 Jul 2024
30 Jul 2024
24 Jul 2024
30 Jul 2024
24 Jul 2024
Amount
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil
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.
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)
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
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 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)
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).
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.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 Palverised sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick stone aggregate 40 mm nominal size, well rammed and consolidated and grouted with Pulverised sand including necessary excavation, levelling & dressing & finishing the top smooth.
Providing cement concrete surface drain with CC 1:3: 6(1:cement, 3:sand, 6:graded Stone Aggregate 40 mm normal size), including earthwork in excavation, 10 cm thick bed concrete and 15 cm thickside walling, finishing with 12mm thich cement plaster 1:4 and a floating coast of neat cement on top sides and inside disposal of surplus earth etc complete.
15cm x 15cm Surface drain
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Providing and laying Hollow cement concrete black walling 200 mm thick consisting of hollow block of size 400x200x200mm of mix 1:3:6 (1:cement:3 pulverised sand: 6 graded stone aggregates of 10 mm normal size) laid in cement martar 1:6(1cement: 6 sand).
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
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.
Providing and fixing mild steel round holding down bolts with nuts andwasher plates 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 Engineerin- 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)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.
Two or more coats on new work
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
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
12 mm cement plaster finished with a floating coat of neat cement :
1:4 (1 cement : 4 fine sand)
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
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Providing and Fixing in position eves or facia board with 18 mm thick wood plastic composite board of 30cm wide including fixing to wooden frame wherever necessary, all complete as directed as directed by Engineer-in-charge.
KARTICK BAROI
INDRAJIT BARMAN
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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