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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC CHANNAPARA KADAKKAL KOLLAM | KOLLAM | KERALA | 689694 | L1 | Accepted-AOC L1 accepted and agreement executed | |
| 2 | Rejected-Technical SABDHI CHARIPARAMBU | - | Rejected-Technical L2 |
Tender Value
₹8.9 L
EMD Value
₹22,302
Closing Date
11 Jun 2020, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD Section, Nilamel GP
Bridge Construction and Road concreting
2020_LSGD_361675_7
01/AE/LSGD/TNDR/NML/20-21
Open Tender
Civil Works - Roads
Item Rate
180 days
Nilamel
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,123
Yes
online
₹22,302
Yes
11 Oct 2020
3 Jun 2020
16 Jun 2020
3 Jun 2020
11 Jun 2020
3 Jun 2020
Amount
Bridge Construction
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
od643930/2020_2021 : od66918/2019_2020 :DR PACKING Under foundation - Dry stone packing under foundation with good quality<br>blasted rubble including conveyance of material and labour charges etc. complete as per direction of<br>departmental officers at site.
od643722/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6 (concrete for foundation of bridge)
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
od643723/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(wearing coat for bridges more 1.5m)<br>IV.R.C.C grade M 20
12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m III.R.C.C grade M 20
12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.1.2 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
13.1.1.1 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I.R.C.C grade M 20(i)For nominal mix 1:2:4
od649818/2020_2021 : Filling with contractor own earth (excluding rock) in open areas in layers not<br>exceeding 20 cm in depth, consolidating each deposited layer by ramming and<br>watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge.
road concreting
od649859/2020_2021 : Surfac dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exeedng 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m.
od649860/2020_2021 : 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 aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity abd 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 shovels, rakes, compacted using needle vibrator and finished in continuous operation including provision of contraction and expansion, construction joints curing of concrete slas for 14 days, water finishing to lines and grade as per drawing and Technical
Mrs.SANTHI R
Bidder Name
SUNILDETH J GOVERNMENT CONTRACTOR
Mrs.SANTHI R
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finance_510065.pdf
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