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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.1 L+₹31,709.24 (8.41%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.2 L+₹38,966.24 (10.3%)Rejected-AOC BHAGAVATHIKUZHY KADAPRAMANNAR POST NIRANAM 689621 | NIRANAM | PATHANAMTHITTA | KERALA | 689621 | L3 | Rejected-AOC L3 | |
| 4 | L4₹4.2 L+₹46,165.39 (12.2%)Rejected-AOC BHAGAVATHIKUZHI NIRANAM PATHANAMTHITTA DISTRICT KERALA | PATHANAMTHITTA | PATHANAMTHITTA | KERALA | 689104 | L4 | Rejected-AOC L4 | |
| 5 | L5₹4.4 L+₹58,917.44 (15.6%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹4.2 L
EMD Value
₹6,360
Closing Date
9 Aug 2023, 5:00 pmClosed
The Assistant Engineer
The Assistant Engineer, LSGD Section, Thiruvalla Municipality
Improvement of Sreenarayanapuram Thuckalattupadi Road in ward 31(Interlocking and Concreting)
2023_LSGD_591171_1
AE/TVLA/169/2023-24
Open Tender
Civil Works - Roads
Item Rate
90 days
Thiruvalla Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹850
Yes
₹6,360
Yes
21 Jan 2024
1 Aug 2023
11 Aug 2023
1 Aug 2023
9 Aug 2023
1 Aug 2023
Amount
Maintanence
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD441572/2022-2023: Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
K T VARGHESE
MONSON ISSAC
JAYA MONSON
P A MATHEW
Bidder Name
MONSON ISSAC
P A MATHEW
P K SURESH KUMAR
K T VARGHESE
JAYA MONSON
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finance_875103.pdf
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