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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8 LAccepted-AOC CP HOUSE ALATHODI PERUVALATHUPARAMBA IRIKKUR | IRIKKUR | KANNUR | KERALA | ₹8 L Quoted ₹8.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.3 LRejected-AOC 14 390 PUTHAN VEEDU CHAVASSERY POST IRITTY MUNICIPALITY KANNUR 670702 | KANNUR | KANNUR | KERALA | 670702 | ₹8.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹8.8 LRejected-AOC KOYADAN CHOYIKUNIMAL MULLAKODI PO MAYYIL KANNUR PIN 670602 | MAYYIL | KANNUR | KERALA | 670602 | ₹8.8 L | L3 | Rejected-AOC L3 |
| 4 | L4₹9.8 LRejected-AOC | ₹9.8 L | L4 | Rejected-AOC L4 |
| 5 | L5₹9.9 LRejected-AOC ARUVEETTIL HOUSE KARUVAMBRAM PO ACHIPILAKKAL MANJERI 3 MALAPPURAM 676123 | MANJERI | MALAPPURAM | KERALA | 676123 | ₹9.9 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Soman nambiar L3 | Sanil Kumar P V L2 | JALEEL. C.P. L1 | G ON ENGINEERING AND CONSTRUCTION L4 | Favas Aruveettil L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth | 1 | nos | 2,800 ₹2,800 | 2,290 ₹2,290 | 2,200 ₹2,200 | 5,000 ₹5,000 | 800 ₹800 |
| 2.00 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 66 | sqm | 45 ₹2,970 | 30 ₹1,980 | 32 ₹2,112 | 85 ₹5,610 | 175 ₹11,550 |
| 3.00 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 250 metres lead as per direction of Engineer -in-Charge. | 11 | cum | 100 ₹1,100 | 3,100 ₹34,100 | 3,200 ₹35,200 | 5,500 ₹60,500 | 2,950 ₹32,450 |
| 4.00 | 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: | 5.5 | cum | 100 ₹550 | 2,220 ₹12,210 | 2,200 ₹12,100 | 800 ₹4,400 | 2,250 ₹12,375 |
| 5.00 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in- Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 5.5 | cum | 100 ₹550 | 2,220 ₹12,210 | 2,200 ₹12,100 | 1,200 ₹6,600 | 2,650 ₹14,575 |
| 6.00 | Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. | 3.3 | cum | 100 ₹330 | 1,880 ₹6,204 | 1,800 ₹5,940 | 750 ₹2,475 | 2,100 ₹6,930 |
| 7.00 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 33 | cum | 250 ₹8,250 | 225 ₹7,425 | 240 ₹7,920 | 240 ₹7,920 | 400 ₹13,200 |
| 8.00 | EARTH FILLING:Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering,lead upto 50 m and lift upto 1.5 m. | 16.5 | cum | 300 ₹4,950 | 265 ₹4,372.50 | 260 ₹4,290 | 297 ₹4,900.50 | 215 ₹3,547.50 |
| 9.00 | Filling with contractor's own 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 as per direction of site Engineer-in-charge | 11 | cum | 500 ₹5,500 | 650 ₹7,150 | 595 ₹6,545 | 290 ₹3,190 | 1,850 ₹20,350 |
| 10.00 | laterite masonry with neatly dressed Laterite stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of material,labour charges etc | 55 | cum | 8,000 ₹4.4 L | 7,100 ₹3.9 L | 6,550 ₹3.6 L | 8,700 ₹4.8 L | 8,800 ₹4.8 L |
Tender Value
₹10 L
EMD Value
₹25,000
Closing Date
21 Jan 2026, 2:00 pmClosed
DAIRY MANAGER
MILMA KANNUR DAIRY
Kannur Dairy invites e-tenders from reputed civil contractors for the Civil foundation Construction works for the Installation of 5 kl Walk-in-Deep Freezer at Kannur City Marketing Depot, Pallikkunnu
2026_KCMMF_825847_1
KNR/ENGG/175/DEEP FREEZER-DEPOT/2025-26
Open Tender
Civil Works - Others
45 days
Kannur City Marketing Depot, Pallikkunnu
PLS REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹2,500
₹25,000
31 Mar 2026
7 Jan 2026
22 Jan 2026
7 Jan 2026
21 Jan 2026
7 Jan 2026
7 Jan 2026 - 20 Jan 2026
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth
Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 250 metres lead as per direction of Engineer -in-Charge.
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:
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in- Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.
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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
EARTH FILLING:Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering,lead upto 50 m and lift upto 1.5 m.
Filling with contractor's own 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 as per direction of site Engineer-in-charge
laterite masonry with neatly dressed Laterite stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of material,labour charges etc
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
Providing and Laying in position specified grade of reinforced cement concrete, exluding the cost of centering, shuttering, finishing and reinforcement –All work up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth. Thermo- Mechanically Treated bars of grade Fe-500D or more. Level.
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for all members and for all heights
Finishing: providing cement plastering of 12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand)
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)
Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) 25 mm thick
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