Construction Of Buildings Over Suspended Slab And Connected Services For In Icg Jetty At Visakhapatnam Schedule A Part I Design And Build Construction Of Buildings Over Suspended Slab And Connected Services Including Ell Crane

Tender Notice

28726129
Corrigendum : Construction Of Buildings Over Suspended Slab And Connected Services For In Icg Jetty At Visakhapatnam Schedule A Part I Design And Build Construction Of Buildings Over Suspended Slab And Connected Services Including Ell Crane
Indian
Andhra Pradesh
25-11-2021
04-12-2021
24-09-2021

Tender Details

Construction Of Buildings Over Suspended Slab And Connected Services For In Icg Jetty At Visakhapatnam Schedule A Part I Design And Build Construction Of Buildings Over Suspended Slab And Connected Services Including Ell Crane

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 06-Aug-2021 Missing pages Other 22-09-2021
2 26-Aug-2021 VC link Other 22-09-2021
3 09-Sep-2021 Postponement Date 18-10-2021
4 06-Oct-2021 Postponement2 Date 15-11-2021
5 03-Nov-2021 Postponement3 Date 23-11-2021
6 12-Nov-2021 Amendments1 Other 04-12-2021
7 12-Nov-2021 Postponement4 Date 04-12-2021
8 22-Nov-2021 Postponement5 Date 04-12-2021
9 25-Nov-2021 Amendments BOQ 04-12-2021
10 25-Nov-2021 Postponement6 Date 04-12-2021

Key Value

Document Fees
INR 3000 /-
EMD
INR 1500000.00 /-
Tender Value
INR 102.05 Crore /-

Attachment

FileName File Description File Size
Tendernotice_1.pdf Tender Document 204.8 KB
cab5fa4f-ed0c-4375-a30c-4e82857e02c0.html Tender Notice 54.0 KB
BOQ_518074.xls Tender Document 428.5 KB
INICGBALDRGS.pdf Tender Document 19.0 MB
INICGBALIP.pdf Tender Document 2.4 MB
INICGBALPROV.pdf Tender Document 136.5 KB
INICGBALTENDER.pdf Tender Document 1.9 MB

Other Information

Attachments
Additional Details Available on Click
✓ Tendering Authority
✓ Publication Document
(Tender Document / Tender Notice )

BOQ Items

NAME OF WORK: CONSTRUCTION OF BUILDINGS OVER SUSPENDED SLAB AND CONNECTED SERVICES FOR IN-ICG JETTY AT VISAKHAPATNAM [SCHEDULE “A” PART-I: DESIGN AND BUILD]
Sl. No. Item Description
1Design and construction of following buildings/ structures based on the line drawings, Geo-technical data"s, ground data"s, particular specifications, Schedule "A" notesand other provisions, conditions given in tender documents including duly commissioning, testinginternal B/R & E/M services as specified, comprising vetting and certification fromIIT/NIT/ anyGovernment Engineering College for all the structural drawings (to be got done before acceptance of tender) complete all as specified and as directed by Engineer-in-Charge.
2Suspended slab over land area (Area 436.00 X 11.80=5144.80 Sqm) with permanent specifications including Preparatory works, piles with liner, sheet piles, pile caps, foundations, all other items of works required for completion of work. This slab shall be designed as sub structure/base to below mentioned items i.e item no. 1.02 to 1.10and the end row piles of suspended slab area towards VPT side shall be utilised to support the security wall (item no. 1.11) to be constructed between VPT and IN-ICG jetty area.
3Sea water Pump house consisting of RCC framed single storey building with plinth areaof 80Sqm (10.00 x 8.00mtrs) with permanent specifications. Building to be constructed over the suspended slab (item No. 1.01 above). Pile foundation of suspended slab on land side area to be utilised as foundation for this building.
4Fresh water Pump houseconsisting of RCC framed single storey building with plinth areaof 120Sqm (15.00 x 8.00mtrs) with permanent specifications. Building to be constructed over the suspended slab (item No. 1.01 above). Pile foundation of suspended slab on land side area to be utilised as foundation for this building.
5RCC SWT sump of capacity 2.50 Lakh Gallon of size 50.00x8.00x2.8mtr with permanent specifications to be constructed over the suspended slab (item No. 1.01 above). Pile foundation of suspended slab on land side area to be utilised as foundation for this sump.
6Sub station and utility building consisting of RCC framed, four storey building (G+3 upper floors) as in ground floor sub station with plinth areaof 368.80Sqm (46.10 x 8.00mtrs) and as in first to third floors as utility building with plinth areaof368.80Sqm for each floor with total area for 3 floors as 1106.40 Sqm (3 x 46.10 x 8.00mtr)with permanent specifications. Building to be constructed over the suspended slab (item No. 1.01 above). Pile foundation of suspended slab on land side area to be utilised as foundation to this building.
7Security office & JCO complex consisting ofRCC framed, three storey building (G + 2 upper floors) with plinth area 241.60 Sqm for each floor with total area for 3 floors as 724.80Sqm (3 x 30.20 x 8.00mtrs)with permanent specifications. Building to be constructed over the suspended slab (item No. 1.01 above). Pile foundation of suspended slab on land side area to be utilised as foundation for this building.
8Watch tower consisting of RCC framed building with a height 14.10mtr, plinth area of 21.30Sqmwith permanent specifications. Building to be constructed over the suspended slab (item No. 1.01 above). Pile foundation of suspended slab on land side area to be utilised as foundation for this building.
9Shed for equipment parking consisting of RCC framed single storey buildingwith plinth area of 240.00Sqm (30.00 x 8.00mtrs) with permanent specifications. Building to be constructed over thesuspended slab (item No. 1.01 above). Pile foundation of suspended slab on land side area to be utilised as foundation for this building.
10Parking shed consisting of steel truss with GI sheetingwith plinth area of 64.00Sqm (8.00 x 8.00mtrs) with permanent specifications. Building to be constructed over the suspended slab (item No. 1.01 above). Pile foundation of suspended slab on land side area to be utilised as foundation for this building.
11RCC framed, brick masonry security wall of 400.00mtr long and 4.60m height including 3 nos of steel gates etc, to be constructed over suspended slab (item No. 1.01 above). Pile foundation of suspended slab on land side area to be utilised as foundation for this security wall.
12RCC Septic tank for 100 users in any type of soil with permanent specification including Preparatory works, walls, base slab, baffle walls and roof slab incl beams with vent shaft, manhole openings with cover connection etcwith effective depth of 1.5 meter and overall depth of 3 meter complete.
13RCC hume pipe Septic tank for 10 users in any type of soil with permanent specification including Preparatory works, base slab, baffle wallswith vent shaft, manhole openings with cover connection etccomplete.
14RR masonry soak well of size 3.00mtr internal dia and 3.00mtr effective depth in any type of soil with permanent specification including Preparatory works, base slab, filling brick bats etccomplete.
15RR masonry soak well of size 1.20mtr internal dia and 1.50mtr effective depth in any type of soil with permanent specification including Preparatory works, base slab, filling brick bats etccomplete.
16Notes for item No 1 .01 to 1.10:- (i) All RCC works including piles shall be of M-40 design mix. (ii) Reinforcement steel shall be Corrosion resistantsteel (CRS) TMT bars of grade Fe-500D. (iii)All structural steel members should be E-250 1st quality. (iv)All Piles should be embedded in hard rock of minimum 1.50 mtrs. (v) The soil data for adjoing area is considered and included in this tender. The same is for guidance purpose only and the contractor shall also carry out the required soil investigation before finalising design of buildings and structures. (vi) The lay out of buildings is tentative and for guidance purpose only. The contractor may change the architectural plan suitably to accommodate all the requirements in consultation with DGNP(V) and users. Keeping the overall plinth area of the building is same. (vii) While quoting these rates, please refer clause no. 12A of schedule "A" notes of this tender document for variations in detailed BOQ"s submitted by contractor. Nothing extra shall be paid on this ground.
17Total Amount in Figures
18Quoted Amount in Words
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