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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | L1 | Accepted-AOC Tender cancelled as per the board resolution 1(1) dtd.01/07/2020.
Supporting board resolution 4(7) dtd.20/01/2021 | |
| 2 | L2₹15.6 L+₹1.4 L (9.99%)Rejected-AOC | L2 | Rejected-AOC Tender cancelled as per the board resolution 1(1) dtd.01/07/2020.
Supporting board resolution 4(7) dtd.20/01/2021 | |
| 3 | L3₹16.9 L+₹2.7 L (19.3%)Rejected-AOC | L3 | Rejected-AOC Tender cancelled as per the board resolution 1(1) dtd.01/07/2020.
Supporting board resolution 4(7) dtd.20/01/2021 | |
| 4 | L4₹18.1 L+₹3.9 L (27.7%)Rejected-AOC | L4 | Rejected-AOC Tender cancelled as per the board resolution 1(1) dtd.01/07/2020.
Supporting board resolution 4(7) dtd.20/01/2021 |
Tender Value
₹20 L
EMD Value
₹50,000
Closing Date
11 Jun 2020, 1:00 pmClosed
ASSISTANT ENGINEER
LSGD SECTION ,PONMALA GRAMA PANCHAYTH
CMLRRP Ponmala Gp- Kolkalam Panagttukulambu Road Retarring(Plastic Road)
2020_LSGD_361626_1
CMRRP_1_2020-21
Open Tender
Civil Works - Roads
Item Wise
300 days
PONMALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,500
Yes
online
₹50,000
Yes
7 Apr 2021
4 Jun 2020
12 Jun 2020
4 Jun 2020
11 Jun 2020
4 Jun 2020
Amount
Road retarring
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)
5.2.1a : 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.
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.
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)
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)
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
od651323/2020_2021 : 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
od651324/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)
od671083/2020_2021 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded andprepolished, 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), jointstreated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high glossfinish etc. complete at all levels.Granite of any colour and shadeArea of slab upto 0.50 sqm
MOHAMMED ASHRAF
LUKMAN.T
KM MOIDUTTY HAJI
Bidder Name
Abdul Nasar P
LUKMAN.T
MOHAMMED ASHRAF
KM MOIDUTTY HAJI
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