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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-AOC | L1 | Accepted-AOC Awarded To L1 | |
| 2 | L2₹15.7 L+₹11,430 (0.73%)Rejected-AOC DOOR NO 2 859J KBNSS LTD BUILDING II FLLOOR ERANHIPALAM P O KOXHIKODE 673006 | KOZHIKODE | KERALA | 673006 | L2 | Rejected-AOC L2 | |
| 3 | L3₹16.0 L+₹33,826.86 (2.17%)Rejected-Finance | L3 | Rejected-Finance L3 Bidder | |
| 4 | L4₹16.3 L+₹65,469.02 (4.19%)Rejected-Finance | L4 | Rejected-Finance L4 Bidder |
Tender Value
₹19.9 L
EMD Value
₹49,667
Closing Date
21 Jul 2022, 2:00 pmClosed
Executive Engineer
Executive Engineer PWD Buildings Division Kalpetta Wayanad
GENERAL-Construction of balance Retaining wall at court complex kalpetta-Reconstructionof balance retainingwall-General Civil Work
2022_PWD_499090_1
PWD/BLDG/6148/2022-2023
Open Tender
Civil Works - Buildings
Item Rate
120 days
KALPETTA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹49,667
Yes
14 Oct 2022
12 Jul 2022
23 Jul 2022
12 Jul 2022
21 Jul 2022
12 Jul 2022
Amount
Detailed Estimate
15.9.2: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 cement mortar
15.7.2: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.In lime mortar with old mughal bricks
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
OD153302/2021-2022:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting manualy to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
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)
7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
5.3: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).
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.34:Raised and cut pointing on stone work in white cement mortar 1:3 ( 1 white cement : 3 marble dust)
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)
OD47860/2022-2023:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.63 mm dia 4 Kgf/cm2
TECTONICS ENGINEERING PROJECTS
Paul Abraham
MANOJ K N
Bidder Name
PJ JOY
TECTONICS ENGINEERING PROJECTS
Paul Abraham
MANOJ K N
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