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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-AOC KINARADAPPAN VETTILAPPARA PO MALAPPUARM 673639 AREACODE MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 673639 | L1 | Accepted-AOC Agreement executed and work awarded | |
| 2 | L2₹13.8 L+₹76,969.86 (5.90%)Rejected-AOC | L2 | Rejected-AOC Agreement executed and work awarded | |
| 3 | L3₹17.1 L+₹4.1 L (31.1%)Rejected-Finance | L3 | Rejected-Finance Lowest bid accepted | |
| 4 | L4₹17.8 L+₹4.8 L (36.7%)Rejected-Finance | L4 | Rejected-Finance Lowest bid accepted |
Tender Value
₹15.8 L
EMD Value
₹39,562
Closing Date
27 Apr 2022, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD Buildings PWD Complex Mananchira Kozhikode
Side protection work
2022_PWD_487024_1
07/EEBK/2022-23
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kunnamangalam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹39,562
Yes
7 Jul 2022
19 Apr 2022
29 Apr 2022
19 Apr 2022
27 Apr 2022
19 Apr 2022
Amount
Appendix
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
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.
50.2.26.1:Filling with contractor 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.
OD101579/2021-2022:Dry rubble masonry, without concrete levelling course, 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.
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
50.18.8.8.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
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 mechanical mix plant, carriage of mixed material by tipper to site, 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.
16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
MOHASIN KARATTIL
RAFEEQUE
MUHAMMED SHAFI K P
Bidder Name
MOHASIN KARATTIL
RAFEEQUE
MUHAMMED SHAFI K P
BEST BASE CONSTRUCTIONS LLP
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