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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.0 L+₹5,156.41 (0.86%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹7.0 L+₹99,950.55 (16.7%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹7.7 L+₹1.7 L (28.4%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹7.4 L
EMD Value
₹18,422
Closing Date
8 Apr 2025, 3:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer PWD Buildings Sub Division Kannur
DEPOSIT-Deposit - Reconstruction of damaged compound wall with gate and Roofing sheet work at Mavilayi Village Office at Kannur District-.-General Civil Work
2025_PWD_756073_1
PWD/BLDG/15123/2024-2025
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,625
Yes
₹18,422
Yes
13 Jun 2025
28 Mar 2025
10 Apr 2025
28 Mar 2025
8 Apr 2025
28 Mar 2025
Amount
Reconstruction of damaged compound wall with gate and Roofing sheet work
15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar
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
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)
OD276681/2024-2025:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest in size in cement mortar 1:6 for Foundation and basement including all cost of materials, labour charges etc
OD276661/2024-2025:Random rubble masonry with hard stone using departmental material 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)
OD22338/2023-2024:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest in size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc
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
5.22.6: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
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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).
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - 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)
13.46.1: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)
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
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
JAVIS N H (BID ID -2191267)
SREEJITH P P (BID ID -2189816)
DEVASIA T D (BID ID -2189999)
Bidder Name
DEVASIA T D
SREEJITH P P
JAVIS N H
ANIL KUMAR K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1227892.pdf
boq_comp_chart.xlsx
xlsx
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