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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical 20 1 2024 | - | Rejected-Technical L6 | |
| 4 | Rejected-Technical KADUMKEERIYIL SHOPPING COMPLEX THAMARASSERY KOZHIKODE 673573 | KOZHIKODE | KOZHIKODE | KERALA | 673573 | - | Rejected-Technical L7 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
Tender Value
₹93.0 L
EMD Value
₹50,000
Closing Date
21 Jun 2023, 3:00 pmClosed
Superintending Engineer
O/o SE,PWD Buildings North Circle, Kozhikode.
The estimate mainly including only the items of work such as felling trees , earthwork excavation/cutting , PCC , steel work, M25 retaining wall of about 40 m long and 5 m height and providing weep holes etc.
2023_PWD_581813_1
PWD/BLDG/TR/24781/2022_5_1_1/1
Open Tender
Civil Works - Buildings
Item Wise
365 days
Kalpetta
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,257
Yes
₹50,000
Yes
1 Aug 2023
14 Jun 2023
23 Jun 2023
14 Jun 2023
21 Jun 2023
14 Jun 2023
Amount
Retaining wall
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2.33.2: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.Beyound 60 cm girth up to and including 120 cm girth
2.33.3: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 120 cm girth up to and including 240 cm girth
2.33.4: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.Above 240 cm girth
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
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth 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 : 8 graded stone aggregate 40 nominal size)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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.
5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
50.18.8.9.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2
KALPETTA ZONE LABOUR CONTRACT COOPERATIVE SOCIETY
TECTONICS ENGINEERING PROJECTS
SHAJI GEORGE
M A ABBAS VASHID
ABDUL GAFOOR
Bethlahem Constructions
Bidder Name
Bethlahem Constructions
SHAJI GEORGE
M A ABBAS VASHID
ABDUL GAFOOR
TECTONICS ENGINEERING PROJECTS
ABDUL ALTHAF
KALPETTA ZONE LABOUR CONTRACT COOPERATIVE SOCIETY
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