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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.6 LAccepted-AOC | 1 | Accepted-AOC Agreement executed on 14/02/2024 | |
| 2 | 2₹10.7 L+₹6,007.11 (0.57%)Rejected-AOC | 2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | 3₹11.8 L+₹1.2 L (11.0%)Rejected-Finance | 3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | 4₹11.8 L+₹1.2 L (11.4%)Rejected-Finance | 4 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹11.8 L
EMD Value
₹29,527
Closing Date
25 Jan 2024, 3:00 pmClosed
Muhammed Ansar
Office of the Assistant Engineer, LID and EW Section, Mannarkkad Municipality
AMRUT 2.0- Rejuvenation of Chomeri pond in Mannarkkad Municipality
2024_LSGD_645298_2
E2/1/AE/LSGD/MKD/2023-24
Open Tender
Civil Works - Water Works
Item Wise
180 days
Mannarkkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,527
Yes
29 Feb 2024
18 Jan 2024
27 Jan 2024
18 Jan 2024
25 Jan 2024
18 Jan 2024
Amount
REJUVENATION OF POND
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
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
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
OD246951/2023-2024:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels,including lettering & fixing.Granite of any colour and shade Area of slab upto 0.50 sqm
OD247522/2023-2024:Interlock concrete cement paving.Providing and laying interlocking concrete block pavements having thickness 60 mm asper drawing and technical specification clause1504
OD271544/2023-2024:Granular Sub-Base with Well Graded Material (table 400.1)&lt:br&gt(A) By mix in place methode &:lt br&gt .Construction of granular sub-base by providing well graded material ,spreding in uniform layers with motor grader on prepared surface. mixing in place methode with manually compacting to achieve the desired density, compelete as per technical specification clause 401.<br&gt (i) For Grading 1 meterial .Derived from code 4.1A.1
MATHAI JOSEPH
PREMARAJ K
karthikeyan
Bidder Name
loola
PREMARAJ K
MATHAI JOSEPH
karthikeyan
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_988222.pdf
boq_comp_chart.xlsx
xlsx
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