Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC ARUNODAYAM HOUSE KAYANNA BUSS P O PERAMBRA VIA 673525 KOZHIKODE DISTRICT KOYILANDI TALUK KAYA VILLAGE | KOZHIKODE | KERALA | 673525 | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.4 L+₹65,593.88 (4.17%)Rejected-Finance KALPATHOOR MEPPAYUR VATAKARA KOZHIKODE 673525 | KOZHIKODE | KERALA | 673525 | L2 | Rejected-Finance L2 | |
| 3 | L3₹16.6 L+₹89,405.80 (5.69%)Rejected-Finance NOCHCHAD GRAMA PANCHAYAT KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | KOZHIKODE | KERALA | 612906 | L3 | Rejected-Finance L3 | |
| 4 | L4₹17.6 L+₹1.9 L (12.1%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹17.7 L+₹2.0 L (12.4%)Rejected-Finance N OCHCHAD GRAMA PANCHAYAT KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | KOZHIKODE | KERALA | 612906 | L5 | Rejected-Finance L5 |
Tender Value
₹20.3 L
EMD Value
₹50,000
Closing Date
8 Oct 2022, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID and EW Section Nochad
Building Work
2022_LSGD_510131_1
ET/10/2022-23/AE/LID_EW/NCD
Open Tender
Civil Works - Buildings
Item Rate
365 days
Nochad
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
24 Nov 2022
26 Sept 2022
10 Oct 2022
26 Sept 2022
8 Oct 2022
26 Sept 2022
Amount
New Building
2.9.1:Excavation work 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
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 : 8 graded stone aggregate 40 nominal size)
5.1.2: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 :3 graded stone aggregate 20 mm nominal size
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
M.M. BALAKRISHNAN
P. KUNHIMOIDY
DINESHAN. M.
sajith c
A K SADANANDAN
BABEESH MAMMINI CHALIL
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251
MUHAMMED AFSAL EP
Bidder Name
M.M. BALAKRISHNAN
P. KUNHIMOIDY
DINESHAN. M.
GOVINDAN NAIR N M
A K SADANANDAN
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251
MUHAMMED AFSAL EP
BABEESH MAMMINI CHALIL
sajith c
stage.html
html • 0.06 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_730759.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .