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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | ALUNKAL CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00Construction of structural work for guest house toilets | ||||
| 1.00 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 6.26 | cum | 7,868 ₹49,269.42 Lowest |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | 3.27 | cum | 13,195 ₹43,213.63 Lowest |
| 1.00 | 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) | 0.45 | cum | 12,577 ₹5,634.5 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 7.04 | sqm | 385 ₹2,710.4 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 10.92 | sqm | 746 ₹8,144.83 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 15.07 | sqm | 937 ₹14,117.78 Lowest |
| 1.01 | 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 | 301.23 | kilogram | 113 ₹34,038.99 Lowest |
| 1.01 | 9.117.2:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 42x50 mm | 20 | metre | 361 ₹7,220 Lowest |
| 1.01 | 9.118.1:Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter). | 6.72 | sqm | 2,380 ₹15,993.6 Lowest |
Tender Value
₹18.0 L
EMD Value
₹44,910
Closing Date
18 Mar 2025, 3:00 pmClosed
Executive Engineer
Executive Engineer KWA Project Division Kattappana
GENERAL Non Water Revenue Projects Guest House at Painavu General Civil Work
2025_KWA_748880_1
Re etender no WRD/KWA-CE(CR)/TR/17383/2024
Open Tender
Civil Works - Water Works
Item Rate
180 days
Painavu
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹44,910
24 Oct 2025
11 Mar 2025
19 Mar 2025
11 Mar 2025
18 Mar 2025
11 Mar 2025
11 Mar 2025 - 13 Mar 2025
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finance_1211370.pdf
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