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Construction Compound Wall Near Quarters Rsb Mavelikkara, Mavelikkara-Kerala

Kerala Livestock Development Board Limited-KLDB has published Construction Compound Wall Near Quarters Rsb Mavelikkara. Submission Date for this Tender is 15-02-2021. Wall construction Tenders in Mavelikkara Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

26751357
Construction Compound Wall Near Quarters Rsb Mavelikkara
Open Tender
Indian
Kerala
Mavelikkara
15-02-2021

Tender Details

Construction Compound Wall Near Quarters Rsb Mavelikkara

Key Value

Document Fees
INR 1180 /-
EMD
INR 12500.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:Construction of compound wall near quarters, Regional Semen Bank Building, Mavelikkara.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. BI01010001010000000000000515BI0100001113 11.57 m3
2 2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of\nunserviceable material within 50 metres lead as per direction of Engineer-in-charge : BI01010001010000000000000515BI0100001113 7.52 m3
3 3 Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. BI01010001010000000000000515BI0100001113 300 kg
4 4 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m\noutside the periphery of the area cleared. BI01010001010000000000000515BI0100001113 127.5 m2
5 5 Random rubble masonry with hard stone in foundation and plinth including\nlevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12\ngraded stone aggregate 20 mm nominal size) upto plinth level with : BI01010001010000000000000515BI0100001113 15.19 m3
6 6 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers BI01010001010000000000000515BI0100001113 22.5 m2
7 7 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and\nreinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). excluding the cost f centering, shuttering, finishing and reinforcement- All work up to plinth level: BI01010001010000000000000515BI0100001113 2.25 m3
8 8 Steel reinforcement for R.C.C. work Thermo-Mechanically Treated bars of grade Fe-500D or more including straightening, cutting,\nbending, placing in position and binding all complete upto plinth level. BI01010001010000000000000515BI0100001113 157.5 m3
9 9 Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20 cm or nearest available size confirming to IS 2185 part 1 of1979 for super structure from plinth level up to floor five level thickness 20 cm and above in CM 1:6 ( 1 cement: 6 coarse sand) etc complete BI01010001010000000000000515BI0100001113 22.5 m3
10 10 12 mm cement plaster: 1:4 (1 cement : 4 fine sand) BI01010001010000000000000515BI0100001113 287.29 m2
11 11 Finishing with Deluxe Multi surface paint Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm system for interiors and exteriors using Primer as per manufacturers specifications : BI01010001010000000000000515BI0100001113 287.29 m2
12 12 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. BI01010001010000000000000515BI0100001114 0.64 m3
13 13 Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)of specified grade excluding the cost of centering and shuttering - All work up to plinth level : BI01010001010000000000000515BI0100001115 0.13 m3
14 14 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001116 7.04 m2
15 15 Providing and laying in position specified grade of reinforced cement concrete, 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).excluding the cost of centering, shuttering, finishing and\nreinforcement - All work up to plinth level : BI01010001010000000000000515BI0100001117 1.12 m3
16 16 Steel reinforcement for R.C.C. work Thermo-Mechanically Treated bars of grade Fe-500D or more including straightening, cutting, bending, placing in position and binding all complete upto plinth level. BI01010001010000000000000515BI0100001118 78.4 kg
17 17 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and\napplying a priming coat of approved steel primer all complete. BI01010001010000000000000515BI0100001119 432 kg
18 18 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. BI01010001010000000000000515BI0100001120 18.3 m2
19 19 Unoforeseen BI01010001010000000000000515BI0100001129 1 Nos
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