Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC | L1 | Accepted-AOC L1 BIDER | |
| 2 | L2₹13.8 L+₹30,168.15 (2.23%)Rejected-AOC | L2 | Rejected-AOC L2 BIDER |
Tender Value
Refer Docs
EMD Value
₹35,162
Closing Date
15 May 2023, 5:00 pmClosed
ASSISTANT ENGINEER
ALAPPUZHA MUNCIPALITY
Annual Plan-Proj No 24-Amrut restoration -Karukayil ward -Phase II-General Civil Work
2023_LSGD_574816_1
24/22-23
Open Tender
Civil Works - Roads
Item Rate
180 days
ALAPPUZHA MUNCIPALITY
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,257
Yes
₹35,162
Yes
5 Jul 2023
5 May 2023
17 May 2023
5 May 2023
15 May 2023
5 May 2023
Amount
Annual Plan-Amrut restoraration-karukayil ward-amrut restoration
OD405574/2022-2023:Filling up low laying and wter logged areas with local materials/quarry muck, spreading in layers, leveling the top at site and consolidation by ramming etc. complete.
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)
Tar road
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.
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
OD443259/2022-2023:Filling up low laying and wter logged areas with local materials/quarry muck, spreading in layers, leveling the top at site and consolidation by ramming etc. complete.
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)
Inter lock raising
OD443579/2022-2023:Taking out existing C.C interlocking paver blocks from footpath/ central verge, including removal of rubbish etc, disposal of unserviceable materials to the dumping ground, for which payment shall be made separately and stacking of serviceable materials within 50 metre lead as per direction of Engineer - in - charge.
OD443580/2022-2023:Filling up low laying and wter logged areas with local materials/quarry muck, spreading in layers, leveling the top at site and consolidation by ramming etc. complete.
OD443597/2022-2023:Laying old cement concrete interlocking paver blocks of any design / shape laid in required line, level,curvature, colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer - in - charge. (Old CC Paver blocks shall be supplied by the department free of cost)
OD443598/2022-2023:Providing and layingfactory made chamfered edge Cement Concrete Paver blocks in footpath, parks, lawns, driveways 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 ofinter 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. 80mm thick C.C. paver block od M-30 grade with approved color design and pattern.
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)
Shaiju M P
Bidder Name
SINOJ BABU
Shaiju M P
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_848616.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
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .