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Tender Value
₹13.4 L
EMD Value
₹33,410
Closing Date
6 Nov 2019, 6:00 pmClosed
Assistant Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER LSGD DIVISION, ALAPPUZHA JILLA PANCHAYAT
CULVERT work
2019_LSGD_313934_28
NEW TENDER_D1-2073/18/LSGD/ALPY
Open Tender
Civil Works - Others
Item Rate
90 days
PLEASE REFER WORK ITEM DETAILS
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
Yes
online
₹33,410
Yes
20 Jan 2020
29 Oct 2019
11 Nov 2019
29 Oct 2019
6 Nov 2019
29 Oct 2019
Amount
Appendix -A- Culvert (MoRD)
od248208/2019_2020 : RING BUND Type-I-putting up ring bund as per approved shape 2.50m bottam width, 1m top width using empty gunny/polythene bags filled with eart placed in 2rows at 0.60m apart and filled in between with puddle clay to from bund for an average height 2.00m including
od248215/2019_2020 : Bailing out water using 5HP Pump-Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores,pay of staff etc complete
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
od250877/2019_2020 : Coconut pile-Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost conveyance, labour charges etc complete
od250879/2019_2020 : Coconut Pile Driving down coconut pile to line and levels throurh various strata including all hire charges and laboure for fixing, staging platform and alkl other appliances necessary for pile driving down after pointing the bottom end
od251065/2019_2020 : Supplying and filling at site with good quality eart suitable for filling brought from out side, levelling thetop at site and banking in layers not exceeding 20cm in depth,breaking clod, watring, rolling each layer with tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for road, flood banks,marginal ks and gulde banks or filling up ground depressions, lead up to 50m and lift up to 1.5m.
14.8 : Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
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
11.4.5 : 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
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
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
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
2 Appendix-D- Construction of Approach
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
od250880/2019_2020 : Randam rubble dry stone masonry
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
od250882/2019_2020 : Construction of Embankment with Material Obtained from Borrow Pits with a lift upto 1.5m,transporting to site, spreading,grading to required slop and compacting to meet requirement of Tables 300.1 and 300.2 with alead upto 1000m as per Technical Specification Clause 301.5 including all
od250766/2019_2020 : Providing Name Board
P T Venu
Bidder Name
C R JAYAN
P T Venu
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