Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.6 LAccepted-AOC | ₹19.6 L | 1 | Accepted-AOC L1 |
| 2 | 2₹20.0 LRejected-AOC ARUVEETTIL HOUSE KARUVAMBRAM PO ACHIPILAKKAL MANJERI 3 MALAPPURAM 676123 | MANJERI | MALAPPURAM | KERALA | 676123 | ₹20.0 L | 2 | Rejected-AOC L2 |
| 3 | 3₹20.2 LRejected-Finance | ₹20.2 L | 3 | Rejected-Finance L3 |
| 4 | 4₹21.8 LRejected-Finance | ₹21.8 L | 4 | Rejected-Finance L4 |
| 5 | 5₹22.4 LRejected-Finance | ₹22.4 L | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MOHAMMED FIROS K L5 | JAFER P L3 | M P Babu L1 | Favas Aruveettil L2 | BIJU KM L4 |
|---|---|---|---|---|---|---|---|---|
| 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 | 78 | cum | 298 ₹23,244 | 294.44 ₹22,966.63 | 291.32 ₹22,722.96 | 287 ₹22,386 | 325.3 ₹25,373.40 |
| 2.00 | 2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 750 | sqm | 110 ₹82,500 | 109.84 ₹82,383.19 | 108.68 ₹81,510 | 107 ₹80,250 | 121.4 ₹91,050 |
| 3.00 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 10 | cum | 6,857 ₹68,570 | 6,493.33 ₹64,933.34 | 6,424.48 ₹64,244.80 | 6,326 ₹63,260 | 7,174.5 ₹71,745 |
| 4.00 | 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) | 70 | cum | 7,660 ₹5.4 L | 6,829.43 ₹4.8 L | 6,757.01 ₹4.7 L | 6,653 ₹4.7 L | 7,545.9 ₹5.3 L |
| 5.00 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 20 | sqm | 720 ₹14,400 | 687.24 ₹13,744.87 | 679.96 ₹13,599.20 | 670 ₹13,400 | 759.3 ₹15,186 |
| 6.00 | 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 derived from natural sources) | 4 | cum | 9,074 ₹36,296 | 8,155.81 ₹32,623.24 | 8,069.32 ₹32,277.28 | 7,946 ₹31,784 | 9,011.4 ₹36,045.60 |
| 7.00 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more | 320 | Kg. | 95 ₹30,400 | 92.02 ₹29,447.56 | 91.05 ₹29,136 | 90 ₹28,800 | 101.7 ₹32,544 |
| 8.00 | 19.6.7 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:600 mm dia R.C.C. Pipe | 20 | metre | 2,905 ₹58,100 | 2,153.76 ₹43,075.26 | 2,130.77 ₹42,615.40 | 2,098 ₹41,960 | 2,379.5 ₹47,590 |
| 9.00 | 50.6.1.4 : 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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 22 | cum | 6,265 ₹1.4 L | 6,476 ₹1.4 L | 5,418.64 ₹1.2 L | 8,525 ₹1.9 L | 6,051.2 ₹1.3 L |
| 10.00 | 50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 3 | cum | 7,489.25 ₹22,467.75 | 6,615.82 ₹19,847.45 | 6,545.66 ₹19,636.98 | 8,785 ₹26,355 | 7,309.8 ₹21,929.40 |
Tender Value
₹22.5 L
EMD Value
₹50,000
Closing Date
25 Feb 2026, 6:00 pmClosed
Executive Engineer (Civil)
Office of the Executive Engineer (Civil) Engineering Department University of Calicut Calicut University P O Malappuram District Kerala 673635
Protecting the lower boundary, levelling the front yard and landscaping work at CUTEC, Poomala
2026_UoC_837576_1
D1/1446/2025
Open Tender
Civil Works - Others
60 days
CUTEC POOMALA, SULTHAN BATHERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
Yes
₹50,000
Yes
6 Jun 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
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
2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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)
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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 derived from natural sources)
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more
19.6.7 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:600 mm dia R.C.C. Pipe
50.6.1.4 : 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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
13.1.2 : 12mm cement plaster of mix : 1:6 (1 cement : 6 fine sand)
16.68 : 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 coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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
10.26.2 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.E.R.W. Tubes
9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.3 : 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 derived from natural sources)
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more
11.8 : Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1410741.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
Tendernotice_1.pdf
PDF • 0.48 MB
DECLARATION.pdf
Additional Documents • 0.12 MB
epaymentform.pdf
Additional Documents • 0.01 MB
PreliminaryAgreement.pdf
Additional Documents • 0.03 MB
BOQ_1410741.xls
BOQ • 0.29 MB
TenderdocumentsBoudryLandscpngPoomala.pdf
Tender Documents • 1.74 MB
Download all tender documents and submit your bid