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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹11.5 L+₹8,893.07 (0.78%)Rejected-AOC HENNA MANZIL MAVELI PANMANA P O KARUNAGAPPALLY KOLLAM | KARUNAGAPPALLY | KOLLAM | KERALA | L2 | Rejected-AOC BEING L2 | |
| 3 | L3₹11.7 L+₹31,391.34 (2.75%)Rejected-Finance | L3 | Rejected-Finance BEING L3 |
Tender Value
₹13.3 L
EMD Value
₹33,130
Closing Date
28 Nov 2024, 3:00 pmClosed
Executive Engineer
Kerala State Housing Board, Kollam Division, Kollam
CONSTRUCTION OF WING WALL AND APPROACH ROAD FOR INDUSTRIAL DEPARTMENT LAND AT PIRAVANTHOOR
2024_KSHB_707614_1
05_EE_KSHB_KLM_2024_25
Open Tender
Civil Works - Buildings
Item Rate
180 days
Piravanthoor
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,950
₹33,130
19 Jan 2025
21 Nov 2024
30 Nov 2024
21 Nov 2024
28 Nov 2024
21 Nov 2024
Amount
CIVIL WORKS
2.8.1 : 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 up to 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
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)
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 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.4.2 : 12 mm cement plaster of mix:1:6 ( 1 cement : 6 coarse sand)
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
5.22.6 : 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
2.25 : Filling available excavated 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.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.
13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
13.46.1 : 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)
16.78.1 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
10.1 : 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.
10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
NOUSHAD KUTTY (BID ID -1992147)
MATHEW JOHN (BID ID -1992111)
Bidder Name
AJITH PRASAD JAYAN
MATHEW JOHN
NOUSHAD KUTTY
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1108517.pdf
boq_comp_chart.xlsx
xlsx
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