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Tender For Installation Of Stainless Steel Umbrella And Stair Case To The Existing Dr. Ambethkar Statue At Periyapet In Villianur Constituency, Puducherry., thattanchavady-Puducherry

Puducherry Adi Dravidar Development Corporation Limited-PADDCL has published Tender For Installation Of Stainless Steel Umbrella And Stair Case To The Existing Dr. Ambethkar Statue At Periyapet In Villianur Constituency, Puducherry.. Submission Date for this Tender is 20-02-2024. Clothing Accessories Tenders in thattanchavady Puducherry. Bidders can get complete Tender details and download the document.




Tender Notice

42157180
Tender For Installation Of Stainless Steel Umbrella And Stair Case To The Existing Dr. Ambethkar Statue At Periyapet In Villianur Constituency, Puducherry.
Open Tender
Indian
Puducherry
thattanchavady
20-02-2024

Tender Details

Installation Of Stainless Steel Umbrella And Stair Case To The Existing Dr. Ambethkar Statue At Periyapet In Villianur Constituency, Puducherry. Installation Of Stainless Steel Umbrella And Stair Case To The Existing Dr. Ambethkar Statue At Periyapet In Villianur Constituency, Puducherry. ( Second Call )

Key Value

Document Fees
INR 525 /-
EMD
INR 54563.0 /-
Tender Value
INR 27.28 Lakhs /-

BOQ Items

Name of work :Installation of stainless steel umbrella and stair case to the existing Dr.Ambethkar statue at Periyapet in Villianur Constituency, Puducherry
Sl. No. Item Description
1Code no 2.8.1. Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil
2Code no.4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
3Code no.2.27A.1 Supplying and filling with gravel (excluding rock) in trenches , plinth, sides of foundations etc . In layers not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering etc .complete including all lead and lift
4Code no.5.1.2 Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5Code no.5.22.6 Steel reinforcement for R.C.C.work including straightening , cutting , bending, placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (TISCON / VIZAG/ IISCO / SAIL / JSW) Fe - 415 or more
6Code no.6.1.1 Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:4 (1 cement : 4 coarse sand)
7Code no:4.16 Construction of footpath / separator by providing a 150mm compacted granular sub-base as per clause 401 and 25mm thick (As per MoRTH specification, 4th Revision) cement concrete grade M15, overlaid with precast concrete tiles in cement mortor 1:3 including provision of all drainage arrangements but excluding kerb channel (As per MoRTH specification, 4th Revision).
8Code no.8.2.2.1. Providing and fixing 18mm thick gang saw cut, mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations , of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing,curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels - Granite of any colour and shade - Area of slab upto 0.50 sqm
9CodeNo.8.13.1 Providing and laying Polished Granite stone flooring in required design and patterns , in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc, all complete as specified - Polished Granite stone slab jet Black , Cherry Red, Elite Brown , Cat Eye or equivalent
10Code no.8.3.2 Providing edge moulding to 18mm thick marble stone counters ,vanities etc., including machine polishing to edge to give high gloss finish etc. complete - Granite work
11Code no.10.28 Providing and fixing stainless steel (grade 304) railing made of hollow tubes, channels, plates etc., including welding ,grinding. Buffing, polishing and making curvature (whereever required) and fitting the same with necessary stainless steel nuts and bolts complte. i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab withsuitable arrangement (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.,)
12Code no.13.45.1. Finishing walls with textured exterior paint of required shade - New work (Two or more coats applied @ 3.28 ltr / 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm
13Code no.15.7.4 Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in cement mortar
14CodeNo.10.25.2:-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.
15NPSR:Providing and fixing special type ornamental umbrella of 4.5mts dia and 1.20mts height. The umbrella shall be made with 50mmX25mm stainless steel rectangular tube of 16SWG thick of 316 grade as horizontal circular frames of bottom, middle and top and 13nos of vertical arch shaped distributors and base plates of size 50cm dia of thickness 12mm stainless steel 316 grade with 8nos of 18mm dia PCD holes provided with 16mm stainless steel nuts welded at the top side of the plates. This top plate and vertical arch shaped distributors shallbe jointed and welded firmly with 50mmX5mm stainless steel flats of 15cm long each. The Skelton frame of umbrella shall be totally covered with aluminuim composite panel of specific brand both the top and bottom sides using RKD/PAN/CSK screws with minimum 12mm gaps an all 13 distributors for filling sealants. The bottomof the umbrella shall be covered with the same aluminium composite panels of circular box type boarder all round of size 15cm height and 10cm width. Thebottom side of the circular box type boarder shall be designed with 26 nos of half pentagon box typeornamental decorative boxes made with aluminium composite panel size 30cm width and 15cmheight. Both the border boxand decorative boxes shall be fixed with required aluminium angles 50mmX25mm box cleats wherever reqired. A stainless stell ornamental crown of size 75cm dia and 50cm height shall be fixed at the top of the umbrella and also the gaps of the panelsshall be fixed using translucent/black/clear or white silicone gel of NL/EL/GP and also enabling for a water proofing after filling the excess opening by using6mm thermo resin packing. A base frame to hold this umbrella shall be made with 142mm dia of wall thickness 6mm 316 grade stainless steel pipes2nos of vertical height 6.0mts and top semicircular arch height 0.90mts the top and centre of the arch pipe shall be connected and welded with same dia Staionless steel vertical pipe for a addition height of 2.1mts with stainless steel base plate of 12mm thick 50cm dia 316 grade to connect the existing plate with the umbrella. The vertical 2.10mts pipe is supported with stainless steel stiffener plates at the arch and a base plate junction. An ornamental 3 step circular shaped coupler of size 25cm dia 20cm height shall be provided at the junction of the vertical and arch meeting point. Also a circular bottom cup of size 25mm dia and 10cm height shall be provided on the bottom of two vertical post. This fabricated arch type double post arrangement shall be fixed andwelded with stiffener plate in the base plate which had been already fixed in concrete in a ground pit of size 0.60mX0.6mX0.35m filling with PCC M20 concrete. Finally the umbrella shall be lifted and transported to the required site and erected and fixed over the arch type post by using 40 tonne capacity crane and tightened with 16mm stainless steel bolts 8 nos four numbers of cross ties with 50mm dia stainless steel pipes of 1.50mts long shall be provided to connect the umbrella and thearch post to withstand the wind pressure. Rate shall include all the materials for fabrication, Stainless steel box section 50X25mm, 142mm dia pipe bending by mechanical device, erection, stainless steel welding, polishing as rough, medium, nice up to mirror finishing. Aluminium composite panel covering, special type fabricated scaffolding for bottom beautification work of umbrella, transportation of materials and machineries etc., complete all as per design and direction of the Engineer-in-charge.
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