Local Self Government Department Tender
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Local Self Government Department - LSGD Tender
Civil And Construction
Excavation
Eprocure
Opening Date17 Dec 2024
Closing Soon24 Dec 2024
Tender Amount₹ 15,65,503
Costs
EMD
₹ 39,138Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LSGD_716464_21Tender No
02/AELSGD/ERTGP/24-25Tender 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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OD316214/2024-2025:DR masonry for foundation with good quality blasted rubble including conveyance of materials labour charges etc complete as per direction of departmental officers at site
109.68
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OD314980/2024-2025:DR with departmental stone with out concrete levelling course using deptl rubble including packing to compactness to lines and levels labour charges etc complete as per direction of departmental officers at site
21.12
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OD313812/2024-2025:Bailing out water using pump above 30HP and upto 40HP including conveyance to site and erection cost of fuel lubrication oil and other stores pay of staff etc complete
288
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OD313838/2024-2025:Coolie for cleaning purpose
15
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OD313808/2024-2025:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. All kinds of soil for second depth 3.0m to4.5m
40.69
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5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
86.64
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4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
7.27
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
773.7
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2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
23.55
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4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
2.17
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50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
7.25
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13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
38.78
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13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
335
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13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
102.72
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10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
792.51
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
16
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5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
7.5
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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
1.9
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10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
680.9
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16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade
180
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