Local Self Government Department has published Lac Ads - 2016-17 -Sri Ak Saseendran - Construction Of Bridge Across Ramallur Kakkur Thodu And Approach Road In Kakkur Pt Road. Submission Date for this Tender is 31-01-2020. Bridge Work Tenders in Kakkur Kerala. Bidders can get complete Tender details and download the document.
Work Name:LAC ADS - 2016-17 -Sri AK Saseendran - Construction of bridge across Ramallur Kakkur thodu and approach road in Kakkur pt | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | BRIDGE | BI01010001010000000000000515BI0100001113 | ||
2 | 1.001 | 12.5.1.2 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I.P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) | BI01010001010000000000000515BI0100001114 | 8.7 | cum |
3 | 1.002 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001115 | 128.6 | cum |
4 | 1.003 | 12.5.2.1 : 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 mII.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001116 | 54.72 | cum |
5 | 1.004 | 13.1.1.3 : Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 . 1. R.C.C grade M20 (iii) For desaign mix RCC M20 | BI01010001010000000000000515BI0100001117 | 2.16 | cum |
6 | 1.005 | 13.1.3 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C Grade M 30 | BI01010001010000000000000515BI0100001118 | 53.1 | cum |
7 | 1.006 | 13.20.1 : Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4II.Nominal Mix (1:2.5:5) | BI01010001010000000000000515BI0100001119 | 5.664 | cum |
8 | 1.007 | 11.4.3.2 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20(ii) Nominal mix 1:2:4 (Hand mixed) | BI01010001010000000000000515BI0100001120 | 76.4 | cum |
9 | 1.008 | 13.2 : Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | BI01010001010000000000000515BI0100001121 | 7.232 | tonne |
10 | 1.009 | 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 | BI01010001010000000000000515BI0100001122 | 40.88 | cum |
11 | 1.01 | 11.1.1.2 : 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.I. Ordinary soil (ii)3 m to 6 m depth | BI01010001010000000000000515BI0100001123 | 143.08 | cum |
12 | 2 | Approach road DR Masonry | BI01010001010000000000000515BI0100001124 | ||
13 | 2.001 | od323519/2018_2019 : Dry Rubble masonry-Dry rubble withh out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines materials labour charges etc. complete as per direction of Departmental officers at site. | BI01010001010000000000000515BI0100001125 | 206.6 | cum |
14 | 2.002 | 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) | BI01010001010000000000000515BI0100001126 | 4 | cum |
15 | 2.003 | 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 | BI01010001010000000000000515BI0100001127 | 6.6 | cum |
16 | 3 | Ringbund & Earth filling & Bailing out | BI01010001010000000000000515BI0100001128 | ||
17 | 3.001 | 60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | BI01010001010000000000000515BI0100001129 | 22 | metre |
18 | 3.002 | 60.2.1 : EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | BI01010001010000000000000515BI0100001130 | 171 | cum |
19 | 3.003 | 60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001131 | 180 | hour |
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