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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.0 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹12.3 L+₹28,794 (2.40%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹12.3 L+₹31,080 (2.59%)Rejected-Finance | 3 | Rejected-Finance L3 |
Tender Value
₹13.4 L
EMD Value
₹20,100
Closing Date
24 May 2021, 6:00 pmClosed
EELSGD
EELSGD
MLA-LAC-ADC-UDMA CONSTITUENCY-2020-21-PR NO 13100 NEDUVOTT PENAYAL ROAD IMPROOVEMENT IN BEDADUKKA GP
2021_LSGD_422558_1
01/21-22
Open Tender
Civil Works - Roads
Item Rate
180 days
KARADUKKA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
Yes
₹20,100
Yes
5 Aug 2021
6 May 2021
26 May 2021
6 May 2021
24 May 2021
6 May 2021
Amount
road tarring
3.5.3 : Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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)
3.19.2.B : Surface Drains in Ordinary Rock Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.(B)Mechanical Means
concrete
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.
od1002215/2020_2021 : Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803,1202&1203 P.C.C grade M10<br>(1)Nominal mix 1:4:8
od1002216/2020_2021 : Providing concrete for plain /reinforced concrete in open foundation completes as per drawing and technical specification clause 802,803,1202&1203 P.C.C Grade M 20 (1:2:4)<br>(1) Nominal mix
od1004535/2020_2021 : PROVIDING NAME BOARD: Providing name board of size 0.75 m x 0.60 m using 40x40x1.6 mm GI Pipe 0.50 mm thick MS sheet,steel work,painting,lettering, etc., completed
ANANDAN T
C. UDAYAN
Bidder Name
C. UDAYAN
ANANDAN T
Ajmal Ahammed EA
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fin_eval.pdf
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finance_599648.pdf
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