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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAccepted-AOC | ₹24.1 L | L1 | Accepted-AOC Work Order Issued |
| 2 | L2₹25.4 L+₹1.3 L (5.38%)Rejected-Finance | ₹25.4 L+₹1.3 L (5.38%) | L2 | Rejected-Finance Reject |
| 3 | L3₹25.7 L+₹1.6 L (6.45%)Rejected-Finance | ₹25.7 L+₹1.6 L (6.45%) | L3 | Rejected-Finance Reject |
| 4 | L4₹27.5 L+₹3.4 L (13.9%)Rejected-Finance | ₹27.5 L+₹3.4 L (13.9%) | L4 | Rejected-Finance Reject |
| 5 | L5₹28.3 L+₹4.1 L (17.1%)Rejected-Finance | ₹28.3 L+₹4.1 L (17.1%) | L5 | Rejected-Finance Reject |
Tender Value
₹32.3 L
EMD Value
₹64,605
Closing Date
6 Jan 2020, 3:30 pmClosed
EE PWD Yanam
Chinta Street, PWD, Yanam
Formation of Balance roads in Bezawada Gardens, Yanam
2019_PWDC2_5511_1
92/EEY/2019-20
Open Tender
Civil Works
Works
60 days
Yanam
Please refer Tender documents.
2 documents required · 2 mandatory
₹525
EE PWD Yanam
₹64,605
27 Jan 2020
30 Dec 2019
7 Jan 2020
30 Dec 2019
6 Jan 2020
30 Dec 2019
Amount
4.1A.1 Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH specification, 4th revision-By plant mix method for grading-I material.
4.1A.2 Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH specification, 4th revision-By plant mix method for grading-II material.
4.9.1.1B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bounbd macadam specification including spreading in uniform thickness, handpacking rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density-By mechanical means-Water Bound Macadam Gr-I with gravel screening ( As per MORTH specification, 4th Revision).
4.9.2.1A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bounbd macadam specification including spreading in uniform thickness, handpacking rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density-By mechanical means-Water Bound Macadam Gr-I with gravel screening ( As per MORTH specification, 4th Revision).
2.27C.1 Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth breaking clods, waterin, rolling each layer with ½ tonnne roller, or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnescapacity including all leads and lift. (Payment will be made based on level measurement).
kondamuri venkatarao
Kanakala Adi Narayana
Cheekatala srinivasa rao
Mattaparthi Ganeswara rao
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