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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹12.8 L+₹60,031.95 (4.92%)Rejected-AOC | L2 | Rejected-AOC 2ND LOWEST | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹13.4 L
EMD Value
₹33,450
Closing Date
18 Jan 2021, 5:00 pmClosed
Assistant Engineer
O/O Assistant Engineer LSGD Section Aryankavu gp
Pr.No 55-2020-Aryankavu GP-Ward 13- Construction of Road and Irish drain at Arandal Tower Portion in aryankavu gramapanchayath
2021_LSGD_403809_1
AE/LSGD/ARKV
Open Tender
Civil Works - Roads
Item Rate
180 days
ARYANKAVU GRAMA PANCHAYATH
PLEASE REFER BID DOCUMENTS
6 documents required · 6 mandatory
₹2,975
₹33,450
9 Feb 2021
2 Jan 2021
22 Jan 2021
2 Jan 2021
18 Jan 2021
2 Jan 2021
Amount
ROAD TARRING
3.15.1 : Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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.
75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <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 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)
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)
Irish Drain
od648058/2020_2021 : Surface dressing of the ground in All kinds of soil 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.<br>
od648059/2020_2021 : "od47900/2019_2020 :Mord: Plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork(steel channel, wedges,steel plates including levelling the formwork as per drawing),spreading the concrete with shovels,rakes,compacted using needle vibrator and finished in continuous operation including provision of contraction and expansion ,construction joints curing of concrete slabs for 14 days, water finishing to lines and grade as<br>per drawing and Technical"<br>
AYYANTE MANNIL CONSTRUCTIONS
ABDUL RASHEED
Bidder Name
ABDUL RASHEED
AYYANTE MANNIL CONSTRUCTIONS
RAJU P
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