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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.7 L+₹85,486 (10.9%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹9.0 L
EMD Value
₹13,500
Closing Date
20 Jan 2022, 6:00 pmClosed
CEO
MYTHRI BHAVAN DD KENDRA KAKKANAD
LOADING SHED AND ROAD WORK AT NADUKKARA
2022_VFPCK_466760_1
VFPCK/ENGG/NADUKKARA
Open Tender
Civil Works - Buildings
Item Rate
60 days
NADUKKARA
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,800
Yes
₹13,500
Yes
18 Feb 2022
11 Jan 2022
24 Jan 2022
11 Jan 2022
20 Jan 2022
11 Jan 2022
Amount
DSR.2.6.1. 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 kinds of soil
DSR.50.6.1.4. Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 (1 cement : 6 coarse sand) etc complete
DSR 13.1.1. Plastering with cement mortar 1:4, 12mm thick one coat floated hard and trowelled smooth including cost and conveyance of all materials, labour charges etc. complete for walls.
DSR.5.9.6. Centering and shuttering including strutting, propping etc. and removal of form for all heights: Columns, Pillars, Piers, Abutments, Posts and Struts.
DSR.50.2.25.1. . Filling with contractor's own earth (excluding rock) in trenches, plinth, sides of foundations etc. 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 5.22.6. Reinforcement for RCC work bent tied and placed in position using torsteel including cost and conveyance of all materials labour charges etc. completeThermo-Mechanically Treated bars of grade Fe-500 D or more.
DSR 4.1.3. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
DSR.10.16.1. 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 welded type tubes.
DSR.12.5. 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 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 upto 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 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.
DSR.16.79. Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
DSR.16.68. Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Supplying and fixing PVC rain water gutter semi circular section including fitting with 32mx5m MS flat supporters at 1m interval etc. complete
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