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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-Finance | ₹11.3 L | L1 | Accepted-Finance WO PROCESSING |
| 2 | L2₹12.5 L+₹1.3 L (11.3%)Accepted-Finance | ₹12.5 L+₹1.3 L (11.3%) | L2 | Accepted-Finance WO PROCESSING |
| 3 | L3₹12.8 L+₹1.5 L (13.5%)Rejected-Finance | ₹12.8 L+₹1.5 L (13.5%) | L3 | Rejected-Finance WO PROCESSING |
| 4 | Rejected-Technical | - | - | Rejected-Technical FORWARDED TO TENDER ADJUDICATION BY EXPERT COMMITTEE AND SUBSEQUENT RATIFICATION BY GDMC |
| 5 | Rejected-Technical KARIPPOL PO MALAPPURAM PIN 676552 | MALAPPURAM | MALAPPURAM | KERALA | 676552 | - | - | Rejected-Technical FORWARDED TO TENDER ADJUDICATION BY EXPERT COMMITTEE AND SUBSEQUENT RATIFICATION BY GDMC |
Tender Value
₹14.6 L
EMD Value
₹36,600
Closing Date
27 Jul 2020, 3:00 pmClosed
ADMINISTRATOR
GURUVAYUR DEVASWOM OFFICE GURUVAYUR
GURUVAYUR DEVASWOM RE CONSTRUCTION OF COMPOUND WALL NEAR ROAD SIDE AT VENGAD GOKULAM MALAPPURAM
2020_GD_370575_1
E6-13208/2019
Open Tender
Civil Works - Others
Item Rate
120 days
GURUVAYUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
Yes
online
₹36,600
Yes
21 Jun 2021
7 Jul 2020
3 Aug 2020
7 Jul 2020
27 Jul 2020
7 Jul 2020
Amount
APPENDIX A
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
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
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
60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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
5.22.6 : 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
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)
50.6.1.5 : 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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
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)
13.44.1 : Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
od180819/2019_2020 : Supplying PVC Pipe, 6kg/cm2, 50mm Dia
APPENDIX B
3.32 : Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.
Mohammed Sayeed P M
V P Moideenkutty
jafar
GANGADHARAN KAPPAT
MOHAMED RASHEED K M
MOHAMMED NIYAS
Bidder Name
MOHAMED RASHEED K M
V P Moideenkutty
MOHAMMED NIYAS
GANGADHARAN KAPPAT
Shamsudheen P
Mohammed Sayeed P M
jafar
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