Modernisation Of Ro Ms Anidco Hutbay Andaman-Nicobar Islands Under Kolkata Divisional Office Modernisation Of Ro Ms Anidco Hutbay Andaman-Nicobar Islands Under Kolkata Divisional Office => Limited
Tender Value
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Estimated cost
Bid Submission
15 Feb 2022
0 days left
EMD
1.02 Lakhs
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
andaman → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Modernisation Of Ro Ms Anidco Hutbay Andaman-Nicobar Islands Under Kolkata Divisional Office Modernisation Of Ro Ms Anidco Hutbay Andaman-Nicobar Islands Under Kolkata Divisional Office => Limited
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Feb-2022 | Extension of dates | Date | 15-Feb-2022 |
| 2 | 01-Feb-2022 | Revision of EMD exemption clause | Technical Bid | 15-Feb-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including taking out and disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed as directed by Engineer-in-charge. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600. |
| 2 | i) All kinds of Soil |
| 3 | ii) Ordinary rock |
| 4 | i) All kinds of Soil |
| 5 | ii) Ordinary rock |
| 6 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil |
| 7 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in ordinary or hard rock |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 9 | Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete |
| 10 | i) Local Fine Sand within grading zone IV |
| 11 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 12 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 13 | i) Foundations,footings,bases of column |
| 14 | Providing & fixing at or near ground level PRECAST CEMENT CONCRETE in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement:3 coarse sand) including the cost of required centering, shuttering complete. 1:1.5:3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 15 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 16 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 17 | ii) Walls (anythickness) including attached pilasters, buttress, plinth and string courses etc. |
| 18 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 19 | ix) Lintels, beams, plinth beams, girders, bressumers cantilevers and with water proof ply 12mm thick |
| 20 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 21 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 22 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 23 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 24 | i) Hot finished welded type tubes |
| 25 | Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position & applying a priming coat of approved steel primer etc. as required. |
| 26 | ii) Plain Sheet for Ridges (500 - 600mm). |
| 27 | iii) Plain sheet for Flashings/ Aprons (Upto 600 mm) |
| 28 | iv) Plain Sheet for Gutter (600 mm over all girth) |
| 29 | iii) 160 mm diameter PVC Rain water pipe |
| 30 | Providing and fixing 150F/200F flush panel,(pre-coated steel) False Ceiling made of Cold rolled steel sheet conforming to IS 513, having minimum yield stress and tensile stress as 240 Mpa and 300 Mpa respectively. Base metal thickness for ceiling panel and Carriers shall be 0.45mm and 0.55mm respectively. The steel surface shall have hot dip metallic coated with Zinc coating (galvanizing) as per IS277, with total mass of coating on both sides shall be 120 gms/sqm. The steel shall have organic coating with Regular Modified Polyester (RMP) paint on continues coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns RMP paint, over 5-7 microns epoxy primer) and back side 8-10 Microns RMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.50 MM for Ceiling panel and 0.60 MM for Carrier. Sheet shall have protective Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m (for panel) and up to 5m (for carrier) or as desired by Engineer-in-charge. The ceiling panel shall be clipped into carriers which are suspended from steel trusses/purlins with the help of GI suspension angle of size 25x25x0.5mm thick by means of rigid suspension system meant for exterior. The longitudinal joints of two panels shall be butt joined with a special type of panel splice to be fixed from inner side. The carrier will be joined with carrier splices maintaining a module of 150 mm. The spans shall not exceed as recommended and manufacturer recommendations shall be followed on installation procedure. |
| 31 | Providing & fixing BARE Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) ofbare metal thickness 0.55 mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, Sheet shall have protective guard film of25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m or as desired by Engineer-in-charge. |
| 32 | Supplying & fixing of 18 gauge GI plain sheet of approved make with necessary folding/ fabrication using hydraulic press for flashingsheet / fascia, etc. in roofing / buildings / sheds etc. including all necessary fixtures etc., complete |
| 33 | ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) |
| 34 | vi) 20mm Cement plaster of mix 1:6 (1 cement: 6 fine sand) |
| 35 | Providing Neat cement punning |
| 36 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 37 | Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm) |
| 38 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 39 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 40 | i) 1:3:6 or richer mix (i/c equivalent design mix) |
| 41 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge |
| 42 | Demolishing stonemasonry manually/ by mechanicalmeans including stacking serviceable material & disposal of unserviceable material outside site at unobjectionable place as per direction of Engineer-in-charge: |
| 43 | Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises |
| 44 | i) Water bound macadam road |
| 45 | Demolishing C.C./R.C.C.work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a leadof1000 m,stackingserviceableandunserviceable material separately includingcutting reinforcement bars. |
| 46 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises |
| 47 | i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired |
| 48 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge |
| 49 | ii) M40 grade 80 mm thick reflective type Lacquered finish |
| 50 | ii) 150 mm dia. R.C.C. pipe |
| 51 | iii) 250 mm dia. R.C.C. pipe |
| 52 | Supply and Laying of 50 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling& back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125. |
| 53 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate |
| 54 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 55 | v) 4 Core x 2.5 sq. mm Copper Cable FRLS |
| 56 | vii) 3 Core x 2.5 sq. mm |
| 57 | xi) 4 Core x 2.5 sq. mm |
| 58 | ii) 225 mm (16 Bricks & 0.0195 cum per Mtr) |
| 59 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 60 | i) 150mm x 50mm x 2mm |
| 61 | Supply & fixing of flame proof junction box (4 way entry) of BALIGA /CEAG-FCG/FLEXPRO/FEPL make including clamping arrangement, all completeas per specification and direction of EngineerIn-charge. |
| 62 | v) 25 x 3 mm GI strip |
| 63 | i) Upto 32A SP MCB |
| 64 | ii) Upto 32A DP MCB |
| 65 | iv) 4 way (4+12)TPN |
| 66 | i) S/E of 7 Meter high galvanised Octagonal pole with top 70mm (A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 220 x 220 x 12 with single arm 1500mm long bracket arm made up of 48 O.D. pipe with EN 8 grade galvanised foundation bolts and anchor plate on suitable concrete foundation as per standard drawings enclosed herein(Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. of 250W Metal halide luminaries (on opposite sides) |
| 67 | Supply and fixing of 100 W LED (Light Emitting Diode) light fixture with fittings and accessories for Yard lighting purpose having IP66 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff >= 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc. |
| 68 | S/F 80 Watt UNDER CANOPY RECESS MOUNTED LINEAR LED LIGHTS as per specification mentioned in the tender document.Mail Dt:11.06.2021 from HO Engg |
| 69 | 160MM UPVC COUPLER Pro Rata Basis MPLCN17402 |
| 70 | 160MM UPVC SINGLE PUSHFIT COUPLER Pro Rata Basis MPLCN17404 |
| 71 | UPVC SINGLE T WITH DOOR 160X160X160MM Pro Rata Basis MPLCN17406 |
| 72 | UPVC SINGLE T WITHOUT DOOR - 160MM.. Pro Rata Basis MPLCN17408 |
| 73 | UPVC 87.5 DEGREE BEND OF 160MM Pro Rata Basis MPLCN17410 |
| 74 | UPVC PLAIN SHOE OF 160MM Pro Rata Basis MPLCN17412 |
| 75 | Ocean Freight from Kolkata to Annicdo diglipur,Loading and unloading point to point delivery Rate analysis attached |
AI Tender Summary
Tender Timeline
Feb 01, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 15, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 15, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 15, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 16, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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