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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-AOC CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | ₹8.5 L | 1 | Accepted-AOC AEE/LSGD-DIV/MPM/175/19-20 |
| 2 | 2₹8.8 L+₹22,286 (2.61%)Rejected-Finance | ₹8.8 L+₹22,286 (2.61%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
Tender Value
₹10.0 L
EMD Value
₹25,000
Closing Date
18 Sept 2019, 6:55 pmClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEERLSGD DIVISION, MALAPPURAM DISTRICT PANCHAYATH CIVIL STATION (PO), MALAPPURAM -676505
Malappuram DP Annual Plan (2019-20 and 2020-21), Project No 377-20 Improvements to Thadankalpadi Othupalli Kottupara Road - Thrikkalangodu ( Plastic Road )
2019_LSGD_299377_16
DB4/TN/07/19-20
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
1 Jun 2020
6 Sept 2019
23 Sept 2019
6 Sept 2019
18 Sept 2019
6 Sept 2019
Amount
Retarring
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.
od172625/2019_2020 : 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
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
5.5.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)
5.1.1a : 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
5.2.1a : 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.
5.2.3a : 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)
od212683/2019_2020 : 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 <br>(i)Nominal mix (1:2:4)
od256601/2019_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,including lettering & fixing<br>Granite of any colour and shade<br>Area of slab upto 0.50 sqm
JAHFAR KAVUNGAL
Abdul Nasar P
ABDUL RASHEED P
Hamza Mannethodi
MOHAMMED SHAFI P
P. MOHAMMED
Bidder Name
Abdul Nasar P
P. MOHAMMED
MOHAMMED SHAFI P
ABDUL RASHEED P
Hamza Mannethodi
SHAHUL HAMEED
JAHFAR KAVUNGAL
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