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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.2(1) dtd.31.01.2025 of Keralassery GP | |
| 2 | L2₹14.0 L+₹1.3 L (10.0%)Rejected-AOC | L2 | Rejected-AOC Higher rate hence rejected |
Tender Value
₹12.7 L
EMD Value
₹31,768
Closing Date
28 Jan 2025, 6:00 pmClosed
P.K.Muhsin Munawar
Office of the Assistant Engineer LID EW Section Keralassery Grama Panchayat
Annual Plan-Keralassery Grama Panchayath 2024-25 , Project No 66/24-25 CHC Building Maintenance-CHC BUILDING MAINTENANCE-General Civil Work
2025_LSGD_727547_9
e-Tender 02/2024-25/AE/LID EW/SECTION/KERALASSERY GP
Open Tender
Civil Works - Buildings
Item Rate
180 days
Keralassery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,768
Yes
18 Feb 2025
20 Jan 2025
30 Jan 2025
20 Jan 2025
28 Jan 2025
20 Jan 2025
Amount
Maintenance
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the 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 length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)
OD179913/2024-2025:Providing and fixing 150mm PVC split pipe for rain water gutter along the edges of GI sheet roofing using supporting framework including all material cost, labour charges, scaffolding etc. complete (cost of framework will be paid separately )
50.18.9.19.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ 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 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall
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
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
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)
OD180041/2024-2025: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
OD180011/2024-2025:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
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
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
OD224578/2024-2025:supplying and providing readymade GI name board with all conveyance,labour and hire charges etc complete using GI Hollow tube of size 80x40x1.4mm post,40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cm with two coat of enamel painting over a coat of lettering with suitable colour and size ,fixing the post in ground with cc 1:2:4 etc complete
GIJI K ITTAN (BID ID -2076705)
Bidder Name
SUDHEESH U
GIJI K ITTAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1158654.pdf
boq_comp_chart.xlsx
xlsx
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