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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC KUPPUNNAN HOUSE KUNNAKKAVU | L1 | Accepted-AOC lowest | |
| 2 | L2₹8.0 L+₹977.11 (0.12%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹8.3 L+₹30,609.25 (3.81%)Rejected-Finance | L3 | Rejected-Finance Higher rate | |
| 4 | L4₹8.5 L+₹47,747.96 (5.94%)Rejected-Finance | L4 | Rejected-Finance Higher rate | |
| 5 | L5₹8.7 L+₹68,063.63 (8.47%)Rejected-Finance ELIKKATTIL HOUSE KUTTIN POST MALAPPURAM 676324 | MALAPPURAM | MALAPPURAM | KERALA | 676324 | L5 | Rejected-Finance Higher rate |
Tender Value
₹10.2 L
EMD Value
₹25,421
Closing Date
11 Oct 2023, 6:55 pmClosed
Assistant Engineer
Assistant Engineer, LID EW Sub Division, Mankada Block Panchayat
Annual Plan 2023-24 Mankada Block Panchayath Proj. No.143 Shed construction and Improvement works for Krishishree project
2023_LSGD_608291_12
01/2023-24/AE/LIDEW/MKDBP
Open Tender
Civil Works - Buildings
Item Rate
365 days
Koottilangadi GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,421
Yes
11 Dec 2023
3 Oct 2023
13 Oct 2023
3 Oct 2023
11 Oct 2023
3 Oct 2023
Amount
truss 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
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
OD13370/2023-2024: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
50.12.2.2: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.
OD13373/2023-2024:Providing and fixing 150 mm wide, square cut PVC 4 kkgf/cm2 rain water gutter pipewith iron brackets with 25*5 mm size flat, screws and washers etc.including making necessary connections with rain water pipes etc complete
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
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
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
60.7.8: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
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
4.1.8: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)
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
50.2.25.1:Filling with contractor's own 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 as per direction of site Engineer-in-charge
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.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.37.1:White washing with lime to give an even shade:New work (three or more coats)
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
OD108452/2023-2024:(OD from DAR 10.5.1)-Steel work foe doors and windows , using MS Angles flats,sheets etc including all material , labour charges,necessary fittings etc complete, including appying a priming coat of approved steel primer
OD51569/2023-2024:Providing aluminium composite panel 4 mm thick for cladding fixing over the fabricate surface including all cost, conveyance and labour charges etc complete
OD51570/2023-2024:Lettering in stainless steel for name board work including labour , material, and fitting charges etc complete( Area to be measured including standard spacing between letters)
OD13724/2023-2024: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
Mulayathil Constructions LLP
Shameem
RASHEED ABDULLA
MANZOOR BABU
Bidder Name
MANZOOR BABU
RASHEED ABDULLA
Shameem
YOOSAF KUPPUNNAN
Mulayathil Constructions LLP
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