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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.5 LAccepted-AOC | L1 | Accepted-AOC agt executed | |
| 2 | Rejected-Technical | - | Rejected-Technical Rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical Rejected | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹95.8 L
EMD Value
₹50,000
Closing Date
20 Jul 2022, 3:00 pmClosed
Superintending Engineer
O/o SE,PWD Buildings North Circle, Kozhikode. PWD Buildings North Circle, Kozhikode. PIN 673001 Tel.No. 0495 2720812
Retaining walls are provided throughout the ground Drainage for
2022_PWD_498739_1
PWD/BLDG/TR/94909/2021_5_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Homeo college, kozhikode
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,257
Yes
₹50,000
Yes
31 Aug 2022
8 Jul 2022
22 Jul 2022
8 Jul 2022
20 Jul 2022
8 Jul 2022
Amount
Appendix 1-Retaining wall/ compound wall and Playground with Gallery
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
2.33.1: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 30 cm girth up to and including 60 cm girth
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
2.8.1: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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.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)
OD16052/2021-2022:Dry rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 Coarse Sand:12 graded stone aggregate 20mm nominal size) including cost of bond stone and through stone.
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)
5.1.2: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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
OD16053/2021-2022:Filling with contractor own earth cut and conveyed from source of availability within 5km lorry lead and forming embakment with all leads and lifts by spreading in horizontal layers of uniform thickness over the full width, dying or watering as the case maybe, sacrifying to get uniform OMC and compacting in layers not exceeding 25cm ( loose thickness) using power roller satisfying compaction tests including consolidation with power roller etc. complete
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse 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)
9.48.1: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 steel windows by welding
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
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
50.18.9.9.2:Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
50.18.9.11.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This included jointing of pipes & fittings with one step PVC solvent cement and testing of joints compete as per direction of Engineer-in-Charge 15 mm dia 12 Kgf/cm2-External work - Exposed on wall
50.18.9.19.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ 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 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall
16.70.1:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm
TECTONICS ENGINEERING PROJECTS
NAJEEB P M
MOHASIN KARATTIL
NOUSHADS MM INFRA LLP
PREMARAJAN M
safwan c
Shamnas K S
ARAVIND P
ASHRAF P M
P SHOUKATHALI
Bidder Name
ASHRAF P M
SEBASTIAN V.J.
MOHASIN KARATTIL
safwan c
P SHOUKATHALI
NAJEEB P M
TECTONICS ENGINEERING PROJECTS
Shamnas K S
PREMARAJAN M
NOUSHADS MM INFRA LLP
ARAVIND P
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