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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.8 LAccepted-AOC MCF BUILDING CONSTRUCTION MUTHUTHALA GP 899 25 MCF BUILDING CONSTRUCTION MUTHUTHALA GP GENERAL CIVIL WORK | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical MANNARTHODI VEEDU VADAKKUMPPURAM VALANCHERY MALAPPURAM 676552 | MALAPPURAM | KERALA | 676552 | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical KALATHINGAL HOUSE KARAKKUNNU POST MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | 676123 | - | Rejected-Technical L2 |
Tender Value
₹8.5 L
EMD Value
₹21,166
Closing Date
5 May 2023, 4:00 pmClosed
ASST EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER, LID AND EW,LSGD DIVISION DIST PANCHAYAT PALAKKAD 678001
Dist. Pt. Pkd 2021-22, Kuruthikundu Thottil Thadayana in Koppam GP-GeneralDt.pt 2022-23 KALLIVALAPPIL COLONY ROAD INTERLOCKING IN WARD-6 IN PARATHUR G.P -General Civil Work Civil Work
2023_LSGD_573816_2
01/D1/ET/AEE/2023-2024
Open Tender
Civil Works - Roads
Item Rate
270 days
PARATHUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,166
Yes
20 Jul 2023
28 Apr 2023
8 May 2023
28 Apr 2023
5 May 2023
28 Apr 2023
Amount
Concreting
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
OD341180/2022-2023:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD337810/2022-2023:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. <br> (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m
1.8.2:Loading and Unloading of C.C. Blocks, Kerb, etc.<br>(ii) Unloading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m
OD337833/2022-2023:(Modified DSR Code 16.91.2) Providing and laying factory made chamfered edge 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.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 6 MM aggregate, compacting and proper embedding/laying of inter locking paver blocks into the into the aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge
Rashid K
abdul jaleel m.t
NOUSHAD POOVATHINGAL
Bidder Name
HAMZA P
NOUSHAD POOVATHINGAL
Rashid K
abdul jaleel m.t
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