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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.4 LAccepted-AOC | 1 | Accepted-AOC WO ISSUED | |
| 2 | 2₹5.5 L+₹10,785.46 (2.00%)Rejected-Finance | 2 | Rejected-Finance WO ISSUED | |
| 3 | Rejected-Technical | - | Rejected-Technical Bids are opened and forwarded to Tender Adjudication by Expert Committee and subsequent ratification by GDMC. | |
| 4 | Rejected-Technical KERALA KL | KOTTAYAM | KERALA | 686102 | - | Rejected-Technical Bids are opened and forwarded to Tender Adjudication by Expert Committee and subsequent ratification by GDMC. |
Tender Value
Refer Docs
EMD Value
₹9,600
Closing Date
3 Dec 2021, 3:00 pmClosed
ADMINISTRATOR
GURUVAYUR DEVASWOM OFFICE GURUVAYUR
PROVIDING GATE LEVELLING AND PREPARATION OF THE YARD INFRONT OF NEW PADDY GODOWN AT OLD MAYA BUS STAND WEST NADA GURUVAYUR
2021_GD_455608_1
E4-6878/2021
Open Tender
Civil Works - Others
Item Rate
90 days
GURUVAYUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,510
Yes
₹9,600
Yes
21 Jan 2022
23 Nov 2021
8 Dec 2021
23 Nov 2021
3 Dec 2021
23 Nov 2021
Amount
APPENDIX-A
15.7.4 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 cement mortar
15.3 Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
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 -inCharges:In cement 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
16.78.1 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 with vibratory power roller 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
60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
50.6.1.4 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with 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)
13.28.3 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) : Raised Band
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)
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm 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
10.25.2 Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
M SANTHOH KUMAR
A J JOSEPH
Vinodkumar CP
Bidder Name
M SANTHOH KUMAR
Vinodkumar CP
A J JOSEPH
SAMU P V
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