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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.0 LAccepted-AOC | 1 | Accepted-AOC Accepted | |
| 2 | 2₹4.5 L+₹44,606 (11.1%)Rejected-AOC | 2 | Rejected-AOC higher rate not accepted | |
| 3 | 3₹4.8 L+₹77,606 (19.3%)Rejected-Finance MANKADA GRAMA PANCHAYATH KADANNAMANNA P O PIN 679324 MANKADA MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 679324 | 3 | Rejected-Finance Higher rate rejected |
Tender Value
₹4.5 L
EMD Value
₹11,153
Closing Date
28 Jan 2025, 6:00 pmClosed
Assistant Engineer
LID_EW Sub Division Mankada Block Panchayat
Annual Plan 2024-25 Mankada BP (Proj No. 43/25)-Completion of Repair Works at CHC Puzhakkattiri
2025_LSGD_727162_6
TN4/AEE/LSGD/MKD/2024-25
Open Tender
Civil Works - Buildings
Item Rate
365 days
Mankada BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹985
Yes
₹11,153
Yes
25 Jun 2025
18 Jan 2025
30 Jan 2025
18 Jan 2025
28 Jan 2025
18 Jan 2025
Amount
Repair work
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
50.10.2:Steel work for purlin/single section with G I pipes 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
OD358224/2024-2025:Providing and fixing percoated galvanised iron profile sheets(size , shapeand pitch of corrugation as approved by engineer in charge ) 0.35 mm9+0.05%), total coated thickness withzinc coating 120 gram per sq mas per IS 277, IN 240 mpa steel grade,5-7 microns epoxy primer on both side of 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 lengthup to 12 meter or as desired by engineer in charge . The shet should be fixed using self drilling/self trapping screwsof size (5.5*55mm) with EDPM seal, complete up to any pitch in horizontal/verticalor curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. details of cost for 216.14 sq m( external dimensions of plinth) Area of roof 20.2*10.7 m=216.14 sq m sheets used+ 20 Nos*10.7 m*1.06 m=226.84 sq m add 3% wastage=6.81 Toatal+233.65 sq m
50.6.6.2:Hollow block masonry using pre cast solid blocks (factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for Super structure up to floor two level for 10 cm thick wall in: CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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
OD358225/2024-2025:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
OD362892/2024-2025:OD from 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
4.1.3: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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
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
50.12.2.2:Providing & fixing Poly carbonate multi wall plain sheet 4 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size (5.5x55mm) with EPDM seal complete upto any pitch in horizontal / vertical / curved surfaces, but excluding the cost of purlins, rafters, trusses and including cutting to size and shapes where ever required.
15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
12.48:Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness
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
13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
OD382598/2024-2025:Engaging coolie for cleaning compound
OD382544/2024-2025:Providing and fixing Granite of any colour and shade for Name board , of required size laid over base of cement mortar 1:4,(1 cement: 4 coarse sand), including all charges etc complete at all levels, including lettering and & amp fixing
SHOUKATH ALI P (BID ID -2078495)
FAISALUDHEEN E. (BID ID -2078536)
Bidder Name
FAISALUDHEEN E.
NOUFEL
SHOUKATH ALI P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1158101.pdf
boq_comp_chart.xlsx
xlsx
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