Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.3 LAccepted-AOC | 1 | Accepted-AOC WORK AWARDED | |
| 2 | Rejected-Technical | - | Rejected-Technical 4 | |
| 3 | Rejected-Technical | - | Rejected-Technical 2 | |
| 4 | Rejected-Technical | - | Rejected-Technical 3 |
| Sl No | Description | Qty | Unit | Rameshchandran.C.S L3 | SHAN S L1 | SYAM RAO U L2 | Haridas L4 |
|---|---|---|---|---|---|---|---|
| 1.00entrance gate-name board | |||||||
| 1.00 | 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 | 5.4 | cum | 309 ₹1,668.6 | 293.17 ₹1,583.12 Lowest | 303 ₹1,636.2 | 334 ₹1,803.6 |
| 1.00 | 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) | 0.45 | cum | 6,814.35 ₹3,066.46 | 6,465.31 ₹2,909.39 Lowest | 6,679 ₹3,005.55 | 7,361 ₹3,312.45 |
| 1.00 | 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 | 4.11 | cum | 9,009.85 ₹37,066.52 | 8,548.35 ₹35,167.91 Lowest | 8,832 ₹36,334.85 | 9,734 ₹40,045.68 |
| 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 | 11.6 | sqm | 331.71 ₹3,847.84 | 314.72 ₹3,650.75 Lowest | 325 ₹3,770 | 358 ₹4,152.8 |
| 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) | 1.66 | cum | 10,971.3 ₹18,168.47 | 10,409.33 ₹17,237.85 Lowest | 10,754 ₹17,808.62 | 11,852 ₹19,626.91 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 16.56 | sqm | 866.34 ₹14,346.59 | 821.97 ₹13,611.82 Lowest | 849 ₹14,059.44 | 935 ₹15,483.6 |
| 1.01 | 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). | 1.61 | cum | 11,546.8 ₹18,567.25 | 10,955.34 ₹17,616.19 Lowest | 11,318 ₹18,199.34 | 12,474 ₹20,058.19 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 7.4 | sqm | 825.71 ₹6,110.25 | 783.41 ₹5,797.23 Lowest | 809 ₹5,986.6 | 892 ₹6,600.8 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 9.06 | sqm | 655.31 ₹5,937.11 | 621.75 ₹5,633.06 Lowest | 642 ₹5,816.52 | 707 ₹6,405.42 |
Tender Value
₹11.4 L
EMD Value
₹28,467
Closing Date
25 Aug 2025, 6:00 pmClosed
ASST EXE ENGINEER
O/O THE ASST EXE ENGINEER LSGD SUBDIVISION CHIRAYINKEEZHU BP MUDAPURAM P O PIN 695304 TVM
Compound wall constn
2025_LSGD_786249_2
01/AEE/N/LSGD/CKLBP/25-26
Open Tender
Civil Works - Others
Item Rate
180 days
Chirayinkeezhu BP
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹28,467
Yes
8 Oct 2025
14 Aug 2025
27 Aug 2025
14 Aug 2025
25 Aug 2025
14 Aug 2025
14 Aug 2025 - 25 Aug 2025
Amount
entrance gate-name board
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
5.3: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).
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.24.1:Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In one coat
OD75006/2025-2026:Supplying and fixing Projected Acrylic Malayalam Letters of Height 18cm for name board 15 letters one set fixed to ACP board already erected (Supply and Erection of ACP board will be paid seperately) including qall labour ,material
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
OD75007/2025-2026:ACP Cladding : Providing and fixing Aluminium Composite Panel as per architect approved design using the following sections and accessories : 1) ACP : 4mm thick with 50mm skin thickness (Alstrong /equivalent). 2) Frame: 50x25x1.2 mm (Jindal sec 14100). 3) Silicon Sealant (Dow Corning, grade 789). 4) Baker Rod (Supreme/Equivalent ). 5) Bracket (GI U Clamp). 6) Cross Bolt (GI galvanized). Including cost and conveyance of all material labour charges scaffolding etc. complete.
Compound wall
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)
OD105457/2025-2026: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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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
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)
11.20.1:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
OD106803/2025-2026:Providing and laying 80 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 coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
OD106770/2025-2026:Supplying and fixing granite board of Size 75x60 cm installed in the appropriate place visible to the public on existing wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of engineer in charge.
SYAM RAO U (BID ID -2305240)
Rameshchandran.C.S (BID ID -2301345)
Haridas (BID ID -2307302)
Bidder Name
Rameshchandran.C.S
Haridas
SYAM RAO U
SHAN S
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1292747.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .