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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-AOC | ₹12.9 L | L1 | Accepted-AOC First lowest |
| 2 | L2₹14.1 L+₹1.2 L (9.57%)Rejected-AOC | ₹14.1 L+₹1.2 L (9.57%) | L2 | Rejected-AOC Second lowest |
| 3 | L3₹14.5 L+₹1.6 L (12.5%)Rejected-AOC | ₹14.5 L+₹1.6 L (12.5%) | L3 | Rejected-AOC Third lowest |
| 4 | L4₹15.1 L+₹2.2 L (16.9%)Rejected-AOC | ₹15.1 L+₹2.2 L (16.9%) | L4 | Rejected-AOC Fourth lowest |
| 5 | L5₹15.3 L+₹2.4 L (18.7%)Rejected-AOC | ₹15.3 L+₹2.4 L (18.7%) | L5 | Rejected-AOC Fifth lowest |
Tender Value
₹16.1 L
EMD Value
₹40,252
Closing Date
7 Sept 2024, 3:00 pmClosed
AE
lLSGD Subdivision Mananthavady
Annual Plan-Mananthavady Block Panchayath 2024-25 PR NO 51/24-Construction of Compound Wall at Karachal School Ground Rs.19,00,000/--General Civil Work
2024_LSGD_688154_2
AEE/TND/24-25/02
Open Tender
Civil Works - Others
Item Rate
365 days
Karachal
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹40,252
Yes
17 Feb 2025
30 Aug 2024
9 Sept 2024
30 Aug 2024
7 Sept 2024
30 Aug 2024
Amount
CONSTRUCTION OF COMPOUND WALL
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)
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
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
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
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
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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
OD13605/2024-2025:Supplying and fixing Name board including lettering, fixing of board all labour charges etc. complete
MUHAMMAD FASIL
T.J Joseph
Ookkadan Aboobacker
AMEER ALI V M
Thavinjal Panchayath Ishtika Manal Thozhilali Co Operative Society Ltd
Bidder Name
VARKEY V J
T.J Joseph
MUHAMMAD FASIL
Thavinjal Panchayath Ishtika Manal Thozhilali Co Operative Society Ltd
AMEER ALI V M
Ookkadan Aboobacker
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1070941.pdf
boq_comp_chart.xlsx
xlsx
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