}

Stdd Itdp St Corpus Fund 2019- 20 Construction Of Of Bridge Across River Near Palakkayam St Colony In Chaliyar Gp Under Nilambur Bp Stdd Itdp St Corpus Fund 2019- 20 Construction Of Of Bridge Across River Near Palakkayam St Colony In Chaliyar Gp Under Nil, nilambur-Kerala

Local Self Government Department has published Stdd Itdp St Corpus Fund 2019- 20 Construction Of Of Bridge Across River Near Palakkayam St Colony In Chaliyar Gp Under Nilambur Bp Stdd Itdp St Corpus Fund 2019- 20 Construction Of Of Bridge Across River Near Palakkayam St Colony In Chaliyar Gp Under Nil. Submission Date for this Tender is 02-06-2022. Bridge Work Tenders in nilambur Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

32375806
Stdd Itdp St Corpus Fund 2019- 20 Construction Of Of Bridge Across River Near Palakkayam St Colony In Chaliyar Gp Under Nilambur Bp Stdd Itdp St Corpus Fund 2019- 20 Construction Of Of Bridge Across River Near Palakkayam St Colony In Chaliyar Gp Under Nil
Open Tender
Indian
Kerala
nilambur
02-06-2022

Tender Details

Stdd Itdp St Corpus Fund 2019- 20 Construction Of Of Bridge Across River Near Palakkayam St Colony In Chaliyar Gp Under Nilambur Bp Stdd Itdp St Corpus Fund 2019- 20 Construction Of Of Bridge Across River Near Palakkayam St Colony In Chaliyar Gp Under Nilambur Bp

Key Value

Document Fees
INR 5000 /-
EMD
INR 50000.0 /-
Tender Value
INR 25 Lakhs /-

BOQ Items

Work Name:STDD- ITDP - ST Corpus Fund -2019-20 :-Construction ofof Bridge acrossRiver near Palakkayam ST Colony in Chaliyar GP under Nilambur BP
Sl. No. Item Description
1Bridge Constn.
23.5.1 : Excavation inCutting in Soil by manual means with lead upto 50 m Excavation 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
3od1544985/2021_2022 : DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
4od1544862/2021_2022 : Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete
511.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 10 (i)Nominal mix 1:3:6
612.5.1.1 : 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 (i)Nominal mix (1:2.5:5)
711.4.4 : 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
812.5.3 : 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 III.R.C.C grade M 20
913.1.2 : 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
1012.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1111.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
1213.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
13od1547524/2021_2022 : Providing and fixing G.I. pipes including fitting charges etc.<br>40 mm dia nominal bore for hand rails<br>
14od1544868/2021_2022 : Colour washing such as green, blue or buff to give an even shade:<br>New work (two or more coats) with a base coat of whiting(Modi Data of 13.39.2)
15od1547702/2021_2022 : Filling available excavated earth (excluding rock) 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.
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