Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.0 LAccepted-Finance | ₹37.0 L | L1 | Accepted-Finance LOWEST QUATED RATE |
| 2 | Rejected-Technical | - | - | Rejected-Technical AGREEMENT EXECUTED BY THE LOWEST ONE |
| 3 | Rejected-Technical | - | - | Rejected-Technical AGREEMENT EXECUTED BY THE LOWEST ONE |
| 4 | Rejected-Technical | - | - | Rejected-Technical AGREEMENT EXECUTED BY THE LOWEST ONE |
| 5 | Rejected-Technical | - | - | Rejected-Technical AGREEMENT EXECUTED BY THE LOWEST ONE |
| Sl No | Description | Qty | Unit | berka abdul khader L1 | M MUHAMMED KUNHI L2 | M.A IQBAL L3 | Noufal P M L4 | aboobacker siddique L5 |
|---|---|---|---|---|---|---|---|---|
| 1.0Appendix-A | ||||||||
| 1.01 | 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 | 67.2 | cum | - | - | - | - | - |
| 1.02 | 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) | 13.44 | cum | - | - | - | - | - |
| 1.03 | 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 27.48 | cum | - | - | - | - | - |
| 1.04 | 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 | 9.58 | cum | - | - | - | - | - |
| 1.05 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 119.68 | sqm | - | - | - | - | - |
| 1.06 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 28 | sqm | - | - | - | - | - |
| 1.07 | 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 | 960 | kilogram | - | - | - | - | - |
| 2.0Appendix-B | ||||||||
| 2.01 | 4.9 : Wet Mix Macadam <br>
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br>
By Mechanical Means with 1 km lead | 434.63 | cum | - | - | - | - | - |
Tender Value
₹48.4 L
EMD Value
₹50,000
Closing Date
9 Mar 2017, 5:00 pmClosed
Asssistant Executive Engineer
The Assistant Executive Engineer, LSGD Sub Division, Karadka Block panchayath
ROAD TARRING
2017_LSGD_112893_1
T4/AEE/LSGD/16-17
Open Tender
Civil Works - Roads
240 days
PALLAPADI IN BELLUR GP
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,630
Yes
online
₹50,000
Yes
8 May 2026
28 Feb 2017
15 Mar 2017
1 Mar 2017
9 Mar 2017
2 Mar 2017
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
finance_136461.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
NIT_1.pdf
PDF • 0.04 MB
TD.pdf
Tender Documents • 0.15 MB
BOQ_136461.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid