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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1Accepted-AOC | 1 | Accepted-AOC EE/LIDEW/MPM | |
| 2 | 2₹7.1 L+₹25,860 (3.79%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L6 |
Tender Value
₹10 L
EMD Value
₹25,000
Closing Date
5 Nov 2019, 9:00 amClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEERLSGD DIVISION, MALAPPURAM DISTRICT PANCHAYATH CIVIL STATION (PO), MALAPPURAM -676505
LAC ADS (2018-2019), Eranad LAC - Kottakatt Melea kizhisheeri Palli road Kuzhimanna GP, Work Proposed By Hon. MLA Shri. P K BASHEER (ID 9251 )
2019_LSGD_313508_82
DB4/TN/10/19-20
Open Tender
Civil Works - Roads
Item Rate
180 days
Malappuram
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,240
Yes
online
₹25,000
Yes
28 Dec 2024
29 Oct 2019
8 Nov 2019
29 Oct 2019
5 Nov 2019
29 Oct 2019
Amount
od197753/2019_2020 : Filling with Contractors own earth (excluding rock)in open areas in note exceeding 20 cm in depth ,consolidating each deposited layer by ramming and watering lead up to 50 m and up to 1.50 m as per direction of site Engineer in charge.
od197757/2019_2020 : Filling up low laying and water logged areas with local material / quarry muck for making granular sub base including watering, ramming etc. and cost , conveyance and labour charges etc complete.
od197758/2019_2020 : Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802,1202 & 1203<br>III. P.C.C grade M 20<br>(i) Nominal mix
3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.
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.
5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <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)
5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65 <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 :- Case - III : Type C <br> (II) Bitumen (S-65)
Name board
od275350/2019_2020 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, 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.<br>Granite of any colour and shade<br>Area of slab upto 0.50 sqm Lettering and fixing
chaliyar
majeed cherumanakkadan
VEERANKUTTY P. K.
RASHEED U
Bidder Name
VEERANKUTTY P. K.
chaliyar
RASHEED U
SHARAFUDHEEN K
majeed cherumanakkadan
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_432672.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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