Annual Plan-2023-24 Sign Board For Nedumonkavu Lps-Sign Board For Nedumonkavu Lps-General Civil Work
Tender Value
1.26 Lakhs
Estimated cost
Bid Submission
21 Jun 2024
0 days left
EMD
3166
Bank guarantee accepted
Document Fee
655
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kareepra → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Annual Plan-2023-24 Sign board for Nedumonkavu LPS-Sign board for Nedumonkavu LPS-General Civil Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 19-Jun-2024 | Date | Date | 21-Jun-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Sign board for LPS |
| 2 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | 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 |
| 4 | 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) |
| 5 | 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 |
| 6 | 5.2.2: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) |
| 7 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). |
| 8 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 9 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 10 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 11 | 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 |
| 12 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete |
| 13 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 14 | OD425809/2023-2024:solid blockpolishing (wall lining upto 10 m height,) backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement :3 coarse sand) and joined with cement mortar 1:2 (1cement:2 stone dust), including rubbing and polishing com |
| 15 | OD420933/2023-2024:Fabricating, installing and fixing in position curtain wall with aluminium composite panelcladding, with open grooves for linear as well as curvilinear portion of the building, for allheights and all levels etc. including Providing, fabricating and supplying and fixing panels ofaluminium composite panel cladding in pan shape in metallic color of approved shades madeout of 4mm thick aluminium composite panel material consisting of 3mm thick FR grademineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminiumcomposite panel cladding sheet shall be coil coated, with Kynar 500 bases PVDF/ Lumiflonbased fluoropolymer resin coating of approved color and shade on face #1 and polymer(Service) coating on face #2 as specified using stainless steel screws, nuts, bolts, washers,cleats, weather silicone sealant, backer rods etc.The fastening brackets of aluminium alloy 6005 T5/MS with hot dip galvanized with serrationsand serrated washers to arrest the wind load movement , fasteners, SS 316 pins and anchor boltsof approved make in SS 316 , Nylon separators to prevent bi-metallic contacts all completerequired to perform as per specification and drawing the item includes cost of all material& labor components the cost of all mock ups at site cost of all samples of the individualcomponents for testing in an approved laboratory field tests on the assembled working curtainwall with aluminium composite panel cladding, cleaning and protection of the curtain wall withaluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation.Including Base frame work for ACP cladding all complete as per the Architectural drawing asper item description as specified as per the approved shop drawing and as directed by theEngineer-in-charge. However, for the purpose of payment only the actual area on the externalface of the curtain wall with aluminium composite panel cladding (including width of groove)shall be measured in sqm. Up to two decimal places. |
| 16 | 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel 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 |
| 17 | 16.68: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. |
| 18 | 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) |
| 19 | 13.28.4:12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Moulded Band |
| 20 | OD425805/2023-2024:Supplying nad fixing stainless ateel letter for 25cm to 30 cm height using 304 grade 1mm thick sheet and fixing on ACP to be seen as projected from ACP level including all moulding and fixing work , labour charges , materials conveyance carges etc complete |
AI Tender Summary
Tender Timeline
Jun 19, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 21, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 21, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 24, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender