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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER AND AGREEMENT EXECUTED | |
| 2 | L2₹3.9 L+₹4,313.54 (1.11%)Rejected-AOC | L2 | Rejected-AOC 2ND LOWEST BIDDER |
Tender Value
₹4.6 L
EMD Value
₹13,000
Closing Date
12 Dec 2019, 6:00 pmClosed
ASSISTANT ENGINEER
Assistant Engineer, LSGD Section, Kodumon Grama Panchayath
Pr.No 124 Construction of Side protection wall of Chala Vengasseril road in Ward XVII of Kodumon Grama Panchayath
2019_LSGD_327165_7
01/2019/AE/LSGD/KDMN
Open Tender
Civil Works - Roads
Item Rate
90 days
KODUMON
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,175
Yes
online
₹13,000
Yes
13 Mar 2020
5 Dec 2019
16 Dec 2019
5 Dec 2019
12 Dec 2019
5 Dec 2019
Amount
DR RETAINING WALL
11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth
od220975/2019_2020 : DRY RUBBLE MASONRY_Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site 702,704,1202&1203
od296185/2019_2020 : Plain/reinforced cement concrete M20 (1:2:4 using 20mm b/s) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, including Form work (modified 11.4.3)
od221170/2019_2020 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
od221174/2019_2020 : Construction of plain cement concrete pavement, thickness as per design,over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade), coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with showels, rakes, compacted using needle vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, curing of concrete slabs for 14 days with water finishing to lines and grade as per drawing and Technical Specifications clause 1501.(modified 6.4)with out side form work.
JOSE A
Bidder Name
JOSE A
JAIMES MATHEW
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finance_453750.pdf
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