Local Self Government Department Tender
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Costs
EMD
₹ 11,687Document Cost
₹ 1,035Tender Fee
Refer Documents
Summary
5construction Of Kaavumgrakkal 60 Il Palam In Ward 9kavalam Gp
Description
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Contact
Tender Id
2024_LSGD_685202_1Tender No
05/VBP/AE/LSGD/2024Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
GEM & Bid Advisory Services
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BOQ Items
OD69526/2024-2025: Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.(modified item 60.64.1)
90
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-
OD69527/2024-2025:Coconut Pile - Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour for fixing and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post 6.00m long 15 numbers per 90day 6*15=90m details for 90 m length
81
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-
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
2.38
-
-
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
27.75
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-
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
1.77
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-
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
1.8
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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
3.24
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-
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.08
-
-
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
86.4
-
-
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)
1.13
-
-
10.25.1:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
765.19
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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.
819
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-
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
32.23
-
-
Approach road
-
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OD79274/2024-2025::Construction of subgrade and earthen shoulders, Construction of subgrade and earthen Shoulders with approved material obtained from borrow pits with all lifts and leads ,transporting to site , spreading , grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 mas per Technical Specification Clause 303.1
13.04
-
-
OD69529/2024-2025:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing local meterialwell l, spreading in uniform layers with motor grader on prepared surface, compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 408. Using gravel mix soil.<br> (i) For Grading I Material
4.5
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-
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
6
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-
OD69530/2024-2025:Supplying and fixing granite name board of size 75x60 cm including engraving letters etc complete as per the direction of departmental officers at site.
1
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-
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