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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.4 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹16.5 L+₹14,341 (0.88%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹17.8 L
EMD Value
₹44,600
Closing Date
4 Nov 2019, 4:00 pmClosed
EE LSGD KSD
EE LSGD KSD
KUNDAMKUZHI PAYAM UNAPPAMKALLU ROAD RE TARRING
2019_LSGD_299620_2
40/19-20
Open Tender
Civil Works - Roads
Item Rate
180 days
KARADUKKA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
Yes
online
₹44,600
Yes
4 Jan 2020
26 Oct 2019
6 Nov 2019
26 Oct 2019
4 Nov 2019
26 Oct 2019
Amount
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)
5.6.B.1.2a : Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder - Bitumen S-65 <br> Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. <br> (B) By Mechanical Means <br> Case - I: Nominal chipping size 13.2 mm :- (II) Bitumen (S-65)
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.
5.9.1.2a : 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)
od164990/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:4:8
11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)
3.19.1.B : Surface Drains in SoilConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.(B)Mechanical Means
ABDUL RAHIMAN K M
Shameem
Bidder Name
BK MOHAMMED SHAAJID
Shameem
ABDUL RAHIMAN K M
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fin_eval.pdf
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finance_429613.pdf
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