}

Lac Ads - 2016-17 -Sri Ak Saseendran - Construction Of Bridge Across Ramallur Kakkur Thodu And Approach Road In Kakkur Pt Road, Kakkur-Kerala

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.




Tender Notice

23364821
Lac Ads - 2016-17 -Sri Ak Saseendran - Construction Of Bridge Across Ramallur Kakkur Thodu And Approach Road In Kakkur Pt Road
Open Tender
Indian
Kerala
Kakkur
31-01-2020

Tender Details

Lac Ads - 2016-17 -Sri Ak Saseendran - Construction Of Bridge Across Ramallur Kakkur Thodu And Approach Road In Kakkur Pt Road

Key Value

Document Fees
INR 2625 /-
EMD
INR 50000.0 /-
Tender Value
INR 43.27 Lakhs /-

BOQ Items

Work Name:LAC ADS - 2016-17 -Sri AK Saseendran - Construction of bridge across Ramallur Kakkur thodu and approach road in Kakkur pt
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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