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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L3₹1.1 Cr+₹7.4 L (7.23%)Rejected-Finance LEELA NIVAS GURUVAYUR | GURUVAYUR | KERALA | ₹1.1 Cr+₹7.4 L (7.23%) | L3 | Rejected-Finance L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical SHERLYBHAVAN KOONANVENGA PANAVOOR THIRUVANANTHAPURAM 695568 | THIRUVANANTHAPURAM | KERALA | 695568 | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical KOLLAM KERALA | PATHANAMTHITTA | KERALA | 689694 | - | - | Rejected-Technical L2 |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
30 Sept 2020, 4:00 pmClosed
Asst.Exe.Engineer
O/o the Asst.Executive Engineer,LSGD Subdivision,Vamanapuram
ST Corpus 2018-19 Construction of Bridge and Concreting to Idinjar Vittikkavu Kidarakkuzhi road in Peringammala GP
2020_LSGD_387032_1
35/AEE/LSGD/VBP/2020-21
Open Tender
Civil Works - Roads
Item Rate
240 days
Venjaramoodu
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
Yes
online
₹50,000
Yes
2 Nov 2020
23 Sept 2020
3 Oct 2020
23 Sept 2020
30 Sept 2020
23 Sept 2020
Amount
APPENDIX A -Road Concreting
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation 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
od166125/2018_2019 : Construction of Embankment with Material Obtained from Borrow Pits<br><br>Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
od166126/2018_2019 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place at once and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.<br><br>(i)Using naturally occuring gravel
od425708/2019_2020 : Providing PCC for roadwork CC1:2:4 laid to reqd slope,camber in panels at 3m c/c as reqd including compaction, finishing and tamping etc.complete. Max size of coarse aggregate not exceeding 25mm mixed in concrete mixer etc complete as per spec.
APPENDIX B Construction of bridge
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
11.1.2 : 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.II.Ordinary rock (not requiring blasting)Upto 3 m depth
od712105/2020_2021 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
od435220/2019_2020 : Pumping or bailing out water and removing slush etc by using pump set including cost of labour oil hire charges of pump set etc complete0011
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
od581236/2020_2021 : DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia ,2m long (1m in rock and 1 m in concrete ) including drilling holes of 20mm dia and filling the gap with cement grout ( 0.10kg/each) etc complete<br>
11.4.5 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
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
12.5.3 : 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
12.5.1.1 : 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)
12.5.4 : 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 mIV.R.C.C. grade M 25
od707617/2020_2021 : Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
13.13 : Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructions for installlation and as per technical specifications Clause 1207.2.5
14.1 : Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
13.8a : Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
10.6 : Painting on Steel SurfacesProviding and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
APPENDIX C Side 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
od876657/2020_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 with cement content 170kg/m3
od230464/2018_2019 : Dry stone Masonry work foundation complete as per drawing and technical specification Random rubble masonry
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
od707617/2020_2021 : Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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
10.11 : Boundary PillarReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
od917100/2020_2021 : Supplying and fixing nameboard of size 75 x 60 cm installed in the appropriate place visible to the public made up of brick wall with granite plague should be installed and engraving letters etc complete
Sunilal
ANILKUMAR
C.SAJIKUMAR
Shibukumar S S
Bidder Name
M.Salahudeen
Shibukumar S S
C.SAJIKUMAR
ANILKUMAR
Sunilal
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