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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.2 L+₹2,818.56 (0.34%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹8.5 L+₹30,127.56 (3.68%)Rejected-Finance | L3 | Rejected-Finance THIRD | |
| 4 | Rejected-Technical | - | Rejected-Technical 4th lowest |
Tender Value
₹8.9 L
EMD Value
₹22,320
Closing Date
30 Jul 2020, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD Section, Perayam
CMLRRP 2020-21 - IMPROVEMENTS TO MULAVANA WATER TANK ROAD, PERAYAM GP
2020_LSGD_372963_1
17/2020/AE/LSGD/PGP
Open Tender
Civil Works - Roads
Item Rate
180 days
PERAYAM
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,785
online
₹22,320
Yes
23 Sept 2020
22 Jul 2020
5 Aug 2020
22 Jul 2020
30 Jul 2020
22 Jul 2020
Amount
Road Concreting
3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
od805844/2020_2021 : 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 1501.2.2M20(grade)coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregates not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,land 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 vibrator and finished in continuous operation including provision of contraction and expansion ,construction joints curing of concrete slabs for 14 days ,water finishings to line and grade as per drawing and Technical specification clouse 1501(Form work included)
Irish Drain
od807327/2020_2021 : MORD Surface dressing of the ground in All kinds of soil including removing vegetation<br>and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
od807321/2020_2021 : Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade<br>cement or any other type as per clause 1501.2.2 M 20 (grade), coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side<br>formwork (steel channel, wedges, steel plates including<br>levelling the formwork as per drawing), spreading the concrete with showels, rakes, compacted using<br>needle, and vibrator and finished in continuous operation including provision of contraction<br>and expansion,construction joints, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and Technical Specifications clause 1501
Re Concreting
od807349/2020_2021 : Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade<br>cement or any other type as per clause 1501.2.2 M 20 (grade), coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with showels, rakes, compacted using needle vibrator and finished in continuous operation including provision of contraction and expansion,construction joints, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and Technical Specifications clause 1501
RAJEEV N
JOHNSON
A.K.CONSTRUCTION
Bidder Name
A.K.CONSTRUCTION
JOHNSON
Shibu Solomon
RAJEEV N
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