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Annual Plan-Project No -934/23-24-Construction Of Arch And Gate In Attinkuzhi Lps-General Civil Work-1, Thiruvananthapuram-Kerala

Local Self Government Department has published Annual Plan-Project No -934/23-24-Construction Of Arch And Gate In Attinkuzhi Lps-General Civil Work-1. Submission Date for this Tender is 03-08-2023. Civil Work Tenders in Thiruvananthapuram Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

38862215
Annual Plan-Project No -934/23-24-Construction Of Arch And Gate In Attinkuzhi Lps-General Civil Work-1
Open Tender
Indian
Kerala
Thiruvananthapuram
03-08-2023

Tender Details

Annual Plan-Project no -934/23-24-Construction of Arch and gate in Attinkuzhi LPS-General Civil Work-1

Key Value

Document Fees
INR 935 /-
EMD
INR 10580.0 /-
Tender Value
INR 4.23 Lakhs /-

BOQ Items

Work Name:Annual Plan-Project no -934/23-24-Construction of Arch and gate in Attinkuzhi LPS-General Civil Work-1
Sl. No. Item Description
1arch and gate
215.7.4: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.In cement mortar
32.8.1: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
47.1.1: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)
54.1.8: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)
65.1.2: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
75.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
85.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
95.22.6: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
1010.25.2: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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1150.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
1213.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
1313.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
1416.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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