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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹9.5 L+₹98,933.23 (11.7%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹8.5 L
EMD Value
₹21,155
Closing Date
11 May 2023, 1:00 pmClosed
Assistant Engineer
Municipal Office, Kothamangalam.
M P - L A D S - M P - L A D S 2 0 2 2 - 2 3 - CONSTRUCTION OF CONCRETE STEPS, TARRING, CONCRETING AND CONSTRUCTION OF SIDE PROTECTION WALL OF THOTTATHILKKAVU - KADAVU ROAD IN WARD-21, KOTHAMANGALAM MUNICIPALITYGeneral Civil Work-1
2023_LSGD_574203_1
LSGD/CELSGD/2159/2023-2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Kothamangalam
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,870
₹21,155
11 Jul 2023
2 May 2023
12 May 2023
2 May 2023
11 May 2023
2 May 2023
Amount
Road Tarring
OD7951/2023-2024::Pumping or bailing out water and removing slush etc by using pump set including cost of labour, oil, hire charges of pumpset etc complete.
OD8023/2023-2024:Ring bund : Type II Putting up ring bund with earth fill gunny bags of top width 1.0 m and bottom width 2.0 m side and filling in between with earth to form ring bund and maintaining same and clearing the site by dismantling bund after completion of work.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation 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
OD8013/2023-2024:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
OD8011/2023-2024:Construction of granular sub-base by providing local material (Soil gravel mixture/ quarry waste Table : 400.13) spreading in uniform layers and consolidation by rammimg etc to achieve the desired density etc complete as per direction of engineer incharge at site
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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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)
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)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD8012/2023-2024:Supplying and fixing granite name board of size 75x60cm size installed in appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of Engineer - in - charge.
P.A.PAULY
Bidder Name
P.A.PAULY
A R SANTHOSH
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