Local Self Government Department Tender
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Local Self Government Department - LSGD Tender
Civil And Construction
Excavation
Eprocure
Opening Date21 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 12,71,055
Costs
EMD
₹ 31,776Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
Lrrp-2024-25,tanur Lac,sl No.786 Muneerul Islam Madrassa Kallikkal Road In Cheriyamundam Gp
Description
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Contact
Tender Id
2025_LSGD_741177_3Tender No
T4/AE/LIDEW/CHDM/2024-25Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
9.06
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OD421036/2024-2025:( OD From DAR 60.7.8) DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site.
1.5
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11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
0.9
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12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
7.56
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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 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
2.16
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13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25
0.81
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11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.47
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3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
721
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OD420126/2024-2025:( OD From MoRD 3.3 & 3.4 ) Filling with contractor's own earth ( excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
48
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OD420128/2024-2025:[OD From DAR 51.2.3] - Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade.
87
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OD420125/2024-2025:( OD from MoRD 6.7.1)- Inter locking Concrete block pavement Providing and laying of inter locking Concrete block pavement having thickness 80mm as per drawings and technical specification.
810
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OD420127/2024-2025:(OD From Modified MoRD 75.8.1 ). Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc. complete as per specification. (i) Nominal mix (1:2:4). (i) Nominal mix (1:2:4)
27.18
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OD428925/2024-2025:Providing and fixing of direction and place Identification retro-reflectorised Traffic Signs with 7 years warranty manufactured as per IRC:67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick / aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm with suitable back supporting frame of MS angle 40*40*6 and supported on GI Pipe pole 50 mm NB-2 nos conforming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 400 x 400 x 600 mm, 600 mm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as as per approved drawing and clause 801 including lettering symbols etc
0.9
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