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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.5 L+₹883.30 (0.14%)Rejected-AOC | 2 | Rejected-AOC L2 |
Tender Value
₹7.3 L
EMD Value
₹18,320
Closing Date
18 Feb 2020, 6:00 pmClosed
ASSISTANT ENGINEER
LSGD SECTION,ARYANKAVU GRAMAPANCHAYATH
2019/20-Aryankavu GP - Thevarkkadu Neduvara road concreting and culvert construction
2020_LSGD_342125_1
AE/LSGD/ARKV
Open Tender
Civil Works - Roads
Item Rate
150 days
Aryankavu
Please refer Tender Documents
6 documents required · 6 mandatory
₹1,465
online
₹18,320
8 Oct 2020
10 Feb 2020
24 Feb 2020
10 Feb 2020
18 Feb 2020
10 Feb 2020
10 Feb 2020 - 18 Feb 2020
Amount
culvert
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
2.5.2.A : Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete
od469645/2019_2020 : od36108/2019_2020 :MorD: DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site<br>
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
12.5.1.1 : 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 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
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
13.1.1.1 : 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
od469359/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>IV.R.C.C grade M 20 Drain wearing coat
13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
od469360/2019_2020 : Filling with contractor,s own earth(excluding rock) in open areas not exeeding 20cm depth, consolidating each deposited layers by ramming and watering, lead u7pto 50m and loft upto 1.5m as per direction of site engineers in charge
od469361/2019_2020 : 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
SIDE PROTECTION
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
od470763/2019_2020 : 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 (foam work excluded)
od470767/2019_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<br>
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
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
ROAD CONCRETE
od470839/2019_2020 : Surface dressing of the ground in All kinds of soil 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.<br>
od470851/2019_2020 : "od47900/2019_2020 :Mord: 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 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 slabs for 14 days, water finishing to lines and grade as<br>per drawing and Technical"<br>
RB CONSTRUCTION
Bidder Name
N DAMODARANPILLAI
RB CONSTRUCTION
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