Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.5 LAccepted-AOC PATTASSERY HOUSE VENGARA VALIYORA P O MALAPPURAM DT 676304 MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 676304 | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/332/22-23 | |
| 2 | 2₹19.9 L+₹38,955 (2.00%)Rejected-Finance ASSISTANT ENGINEER LID EW ALAYAM GRAMA PANCHAYAT | FARIDABAD | HARYANA | 121004 | 2 | Rejected-Finance L2 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
9 Feb 2023, 6:55 pmClosed
EXECUTIVE ENGIEER
Office of the Executive Engineer, LID and EW Division, Malappuram District Panchayath, Civil Station, Malappuram
Annual Plan-Malappuram DP - (2022-23 and 23-24), Project No 966-23 -Kuthiradam - Nellikunnu Kulathoorpadi Road Improvement- Thrikalangode-General Civil Work
2023_LSGD_554500_15
DB4/TN/23/22-23
Open Tender
Civil Works - Roads
Item Rate
270 days
MALAPPURAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,950
₹50,000
Yes
14 Mar 2023
2 Feb 2023
13 Feb 2023
2 Feb 2023
9 Feb 2023
2 Feb 2023
Amount
Road Maintenance
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
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
5.1.1a:Prime Coat :- Low porosity <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
5.2.3a:Tack Coat <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.
5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)
OD236905/2022-2023: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 (Copy fro DAR 2.28.1)
OD236904/2022-2023:Filling with Quarry Muck <br> 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
OD236903/2022-2023:(OD from MORD 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 per specification ,without form work (i) Nominal mix (1:2:4)
OD234961/2022-2023:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for Name Board, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels, including lettering &amp; fixing Granite of any colour andshade Area of slabupto 0.50 sqm
SUNIL K
Bidder Name
SUNIL K
Anees P
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_814899.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 .