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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC RAYAROM PO 670571 | RAYAROM | KANNUR | KERALA | 670571 | L1 | Accepted-AOC Lowest amount quoted by Raju..T.S | |
| 2 | l2₹8.4 L+₹16,723.49 (2.03%)Rejected-AOC THAYYILTHAZHAM KONOTT P O KOZHIKODE 673 571 | KOZHIKODE | KOZHIKODE | KERALA | 673571 | l2 | Rejected-AOC Lowest amount quoted by Raju..T.S |
Tender Value
₹9.3 L
EMD Value
₹23,230
Closing Date
14 Feb 2022, 6:00 pmClosed
Assisstant Engineer, LSGD Section
Assisstant Engineer, LSGD Section
Chapparapadavu Gp Pro.no 151/22 Kolarthotty MCF Compound wall and Renovation Work
2022_LSGD_472615_1
ETDR4/2021-22/AE/151/LSGD/CGP
Open Tender
Civil Works - Buildings
Item Rate
120 days
Chapparappadavu
Please refer Tender documents
6 documents required · 6 mandatory
₹1,860
Yes
₹23,230
Yes
26 Mar 2022
7 Feb 2022
17 Feb 2022
7 Feb 2022
14 Feb 2022
7 Feb 2022
Amount
Compound wall and Improvement Work
od1648274/2021_2022 : Dismantling laterite work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement 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
od1648273/2021_2022 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement<br>mortar 1:6 for foundation and basement using departmental materials including all cost of materials,<br>labour charges etc.
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)
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
50.10.2 : 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
13.63.1 : Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work
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 : 4 graded stone aggregate 20 mm nominal size)
od1537405/2021_2022 : Providing & fixing Alu -Zinc corrugated sheet (size, shape and pitch of corrugation as approved by Engineer in charge ) 0.40 mm (+0.05%) thickness.Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 M or as directed 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, excluding the cost of purlins, rafters, trusses and including cutting to size and shapes where ever required.(MOD 12.50 of DSR)
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)
od1537406/2021_2022 : Providing and fixing 150mm UPVC square gutter pipe pipe over GI Clamp of same profile @ 1mtr C/C
od1537407/2021_2022 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.N
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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.
50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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.
od1647895/2021_2022 : 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 6mm stone aggregate, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.<br><br>
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)
K MANOHARAN
Bidder Name
K MANOHARAN
RAJU T S
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