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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.9 L+₹22,971 (4.06%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.2 L+₹56,839 (10.1%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹6.4 L+₹71,601 (12.7%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹6.4 L+₹75,942 (13.4%)Rejected-AOC SIVAMANDIRAM CHANNAPETTA P O ELAVOOR KOLLAM | L5 | Rejected-AOC L5 |
Tender Value
Refer Docs
EMD Value
₹17,800
Closing Date
15 Feb 2021, 6:00 pmClosed
CEO
MYTHRI BHAVAN KAKKANAD
SORTING AND GRADING SHED AT ELAMAD IN KOLLAM
2021_VFPCK_411407_1
VFPCK/A09/ENGG/HLM/ELAMAD
Open Tender
Civil Works - Others
Item Rate
45 days
ELAMAD
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
Yes
₹17,800
Yes
5 Mar 2021
3 Feb 2021
18 Feb 2021
3 Feb 2021
15 Feb 2021
3 Feb 2021
Amount
DSR 2.7.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed all kind of soil.
DSR 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) up to plinth level with : cement mortar 1:6(1 cement : 6 coarse sand )
OD Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in charge.
DSR 4.1.8 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) : 8 graded stone aggregate 40 mm nominal size).
DSR 4.1.3 1:2:4 (1 Cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 40 mm nominal size).
DSR 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.
DSR 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.
DSR 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.
DSR 10.16.2 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.( Hot finished seamless type tubes)
DSR 12.5 Providing and fixing precoated galvanized 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 gm 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 up to 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete up to 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.
DSR 12.51.1 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 gm 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)
OD Supplying and fixing 150mm dia PVC rain water gutter semi circular section including fitting with 32mx5m MS flat supporters at 1m interval etc. complete
BINOD KUMAR B
HEMACHANDRAN NAIR
Y SAJIMON
VISHNU DUTT S
Abdulshukkoor A
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