Provision Of Hangar For Setting Up Of Aed Ald Department For Icgae Porbandar
Tender Value
10.56 Crore
Estimated cost
Bid Submission
19 Sep 2022
0 days left
EMD
2.31 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
porbandar → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Provision Of Hangar For Setting Up Of Aed Ald Department For Icgae Porbandar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-Aug-2022 | 82091REVISEDDRAWINGS | Other | 06-Sep-2022 |
| 2 | 25-Aug-2022 | 82091AMEDTTOTENDERPAGES | BOQ | 06-Sep-2022 |
| 3 | 26-Aug-2022 | 82091REVISEDBOQ | BOQ | 06-Sep-2022 |
| 4 | 30-Aug-2022 | 82091AMDTSTODATES | Date | 12-Sep-2022 |
| 5 | 30-Aug-2022 | TI 10 of 2011 | Other | 12-Sep-2022 |
| 6 | 30-Aug-2022 | 82091AMEDTTOTENDERPAGES3 | BOQ | 12-Sep-2022 |
| 7 | 02-Sep-2022 | 82091AMEDTTOTENDERPAGES4 | Other | 12-Sep-2022 |
| 8 | 06-Sep-2022 | 82091AMEDTTOTENDERPAGES5 | Other | 12-Sep-2022 |
| 9 | 12-Sep-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 19-Sep-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavating over areas,n.exc. 1.5m deep and getting out in soft/disintegrated rock all as specified and directed. |
| 2 | Removing excavated material(soft rocks)exc. 500 m & n exc 1.5 Km and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed. |
| 3 | M&L for approved earth/moorum filling in floors or pavings,laid in layers n. exc. 15cm thick,spread,levelled and rammed including watering all as specified and directed. |
| 4 | Demolition of Hardstanding/Cement concrete of any description and in any position not otherwise specificallly provided for all as specified and directed. |
| 5 | Removing building materials etc,to a distance exc. 500 m & n exc 1.5 Km including loading, unloading and staking at the destination complete all as specified and as directed. |
| 6 | Rolling and consolidation to formation surfaces with 8 to 10 tonne power roller to compact subgrade to 98% modified proctor density all as specified and directed. |
| 7 | Surface excavation n. exc 30 cm deep and averaging 15cm deep and getting out in Hard/ dense soil all as specified and as directed. |
| 8 | Excavation over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out in any type of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge in all kind of soil by mechanical means (Hydraulic excavator) all as specified and as directed. |
| 9 | Excavation in trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out in any type of soil and disposal of surplus excavated soil as directed, within a lead of 50 m. in all kind of soil by mechanical means (Hydraulic excavator) all as specified and as directed. |
| 10 | Excavation over areas (exceeding 1.5 m in depth, but not exc 3.0m in depth as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-incharge in all kind of soil by mechanical means (Hydraulic excavator)all as specified and as directed. |
| 11 | Excavation in trenches or drains (not exceeding 1.5m in wide or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift exc.1.5m but not exc 3.0m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. in all kind of soil by mechanical means (Hydraulic excavator) all as specified and as directed. |
| 12 | M & L for Cement concrete (1:2:4), Type B2 (40 mm graded stone aggregate) as in bed concrete for footing & Tie Beamall as specified and as directed. |
| 13 | M&LCRS-TMT bars 10mm dia and over cut to length, bent to shape required including cranking, bending spirally or hooping for columns hooking ends and binding with MS wire (annealed ) not less than 0.90 mm dia.complete all as specified and directed |
| 14 | M&L CRS-TMT bars 5 to 10mm dia in stirrups, spacers & binderscut to length, bent to shape required including cranking, bending spirally or hooping for columns hooking ends and binding with MS wire (annealed ) not less than 0.90 mm dia complete all as specified and directed |
| 15 | M & L RCC M-30 (Design Mix) using 20mm graded stone aggregate for Column upto plinth level all as specified and as directed. |
| 16 | M & L forForm workfor rough finished surfaces of concrete measured flat for Column upto plinth level ,sides of pillars, posts, struts, piers, columnsand stanchions all as specified and as directed. |
| 17 | M & L RCC- M-30 (Design Mix) using 20mm graded stone aggregate for Plinth Beam ,foundations, including rafts, footings, foundation beams; bases for columns, etc basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 18 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work vertical or to batter all as specified and as directed. |
| 19 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and as directed. |
| 20 | M & L Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) all as specified and as directed. |
| 21 | M&L 200 mm thick Granular sub base V of grading all as specified, spread rolled and consolidated to gradient and camber required in single layer over compacted sub grade all as specified and as directed. |
| 22 | M&L wet mix macadam (WMM) 150 mm thick (Compacted thickness) in two layers 75 mm each with granite stone coarse aggregate of specified grade spread using mechanical paver as required gradient and camber all as specified and directed. |
| 23 | M&L for dry lean concrete (DLC- 7 days compressive strength 10 Mpa) 125mm thick (Compacted thickness) using paver all as specified. |
| 24 | M&L for 10 mm thick sand filling under floors in foundation and consolidation all as specified and as directed. |
| 25 | M & L for high density polythene film (Transperent Colour) in single layer of 400 Micronthickness virgin quality as per ASTMD 2103/IS 2508 laid with side and ovelapping not less than 300mm complete all as specified and directed. |
| 26 | M&L for pavement quality concrete (PQC) of flexural strength 45Kg/Cm2 in field using minimum 415 Kg of cement per cum as per design mix thickness of concrete 225 mm laying in bays as specified on drgs and adding 1 Kg/Cum of non circular synthetic fibre complete using computerized concrete batching plant with sensor paver all as specified and as directed. |
| 27 | M&L for providing and applying 5.3 mm ESD-Epoxy antiskid floor coating system including surface prepration by cleaning surface from dust,dirt,muck, moisture and all foreign material and cleaning by mechanical means using mechanical crubbing/grinder ,chemical treatment for cleaning oil if required followed by application of primer Nitoprimer 25 of Fosroc or equivelant of sika/Bostic which shall be a two component, Epoxy based system. The pre packed and factory weighedtwo component shall be mixed for a 3 min using a low speed drill and applied at 5.5 - 6.5 m2/ltr @ 200 microns thick. Then providing and applyning the screed layer with nitoflor EU5 ofFosroc or equivelant of sika/Bostic at minimum thicknessof 3000 microns @ 7.5 m2/pack @ 2mm thickness . The self levelling screed shall consist of low viscous epoxy system andgraded stone aggregate (special silica/filler). The pre packed components shall be mixed as per the packing ratio and applied.The Epoxy underlay shall achieve a minimum compressive strength of 60 N/mm2, flextural stength of 20 N/mm2 and tensile strength of 10N/mm2, 7 days. The underlay shall have nil water absorption when tested as per BS 1881 Part 122-1983. The over the screed apply copper tape of 100 microns thick and 25 mm width,connected to existing earth pit having spacing 10m both directions, then conductive primer coat Nitoflor SL of Fosroc or equivalent of Sika/Bostic conductive basecoat shall be appliedat a Thickness of 100 microns and then top coat of 2000 microns- NitoflorSl conductive of Fosroc or quivalent in sika/bostic shall be applied to provide approx 3x103 - 9x103 ohm surface resistance.which shall be applied in pre-weighed packs and ready to mix and use which will consist of resin, hardner,EPI (colour concentrate) formulated as specified and as directed. |
| 28 | Finishing top concrete pavement with wire brush while concrete is green complete all as specified and directed. |
| 29 | M&L for preparation of new black top or concrete surface of runways and painting to line, dashes, arrows, letters etc. and the like exc 10 cm wide to the shape and pattern as per instructions with two coat of road marking paint white, golden yellow and black etc. complete all as specified and directed. |
| 30 | Forming expansion joint 225 mm deep x 25 mm wide with back up rod of 30 mm and filled with polyurethene based sealing compound all as per manufacturers instructions all as specified and as directed. |
| 31 | Forming construction joints 225 mm deep x 10 mm wide with back up rod of 12 mm and filled with polyurethene based sealing compound all as per manufacturers instructions all as specified and as directed. |
| 32 | Forming Contraction (Dummy) 1/3 of depth of slab, 8 mm wide with backup rod of 10 mm and filled with polyurethene based sealing compound all as per manufacturers instructions all as specified and as directed. |
| 33 | S & F Plates (plain or chequered)channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to IS 2062 with Minimum Grade of Steel E-350 for MS Base plate,Shear Key, Insert plate, etc complete all as specified and as directed. |
| 34 | S & F Mild steel bolts of conforming to IS 2062 with Minimum Grade of E- 250 or Equivalent, purpose made with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. exc 30cm long for MS base plate, etc complete. |
| 35 | S & F Compound girders and stanchions, Stiffener Plate, Rafter, lattice girders, aerial masts,Splice, staging for water tanks and the like including caps, bases,splices etcof conforming to IS 2062 with Minimum Grade E-350 or Equivalent built up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates, etc. |
| 36 | S & F Joist, channel, Steel beam, ISMB section, bracing,Tie Runner,MB & ISA section, angle or tee sections,fixed independently, without connecting plates, etc conforming to IS 2062 with Minimum Grade of steel E-250 or Equivalent (cut to ordinary lengths i.e. within 20mm of the length indicated). |
| 37 | S & F Roof trusses (framed), trussed,purlins, crane gantries, Z section, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc conforming to IS 801 and Minimum yield Strength of 345 Mpa or Equivalent complete. |
| 38 | S & F Rolled sections as in main and cross beams,ISMB section, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to IS 2062 with Minimum Grade of steel E-250 or Equivalent complete. |
| 39 | M & L for Grout hole on base plate all as specified and as directed. |
| 40 | M & L for Grouting 50 mm thick under stanchion bases or grillages, etc. including any temporary shuttering to edges with cement mortar 1:2 all as specified and as directed. |
| 41 | S & F Pre- painted galvalume Cladding aluminum zinc coating GI based corrugated steel sheet 0.55mm thick ofcolour having tensile strength of 550 Mpa yield strength, metallic hot-dipped coatedwith Al-Zn alloy (55% Aluminium, 43.5% Zinc, 1.5% Si ) as per AS1397 / IS15961 - ZINCALUME® AZ200(min. 200 g/m2 total on each sides) with Silicone modified polyester paint system of approved color, suitable for exterior application conforming to AS/NZS 2728 type-4 / IS15965 class 3. The sheet shall have a total coating thickness of 40microns, super durable polyester solar reflectance technology quality paint system of 20 microns on exposed surface and 10 micron reverse polyester coat on back surface over 5 micron primer coat on both surfaces in roof covering / cladding to wall/doors, fixed with self tapping screws as specified |
| 42 | S & F 2mm Thick Transparent Polycarbonate Roofing Sheet, fixed with self tapping screws all as specified and as directed. |
| 43 | S & F Plain, black, mild steel sheeting 0.55mm thick, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) all as specified and as directed. |
| 44 | S & F High density polyethylene pipes (HDPE) of 150mm dia for rainwater of pressure rating 6 kgf/cm2 fixed complete to walls, ceilings or in floors etc. all as specified and as directed. |
| 45 | M & L for Two coat of epoxy paint over shot blasted steel surface (i.e. Primary Structural Members) , over one coat of epoxy primer including preparation of surfacecomplete all as specified and as directed. |
| 46 | M & L for GI coating with 275GSM over steel surface (i.e. Secondary Structural Member) including preparation complete all as specified and as directed. |
| 47 | Supply and fix PVC Bird Proofing Net of premium quality, aperture of mesh 24mm x 24mm and thickness of mesh 2mm dia, weighing not less than 0.40kg per square metre ,fixed with self tapping screws or clips fixed to MS frame workcomplete all as specified and as directed.Note: MS framework shall be measeured and paid seperately. |
| 48 | S & F for Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long all as specified and as directed. |
| 49 | Supply and Fix natural wind driven Ventilator having Top of size 751mm ,aluminium body with integrated and reinforced main bearing housing, stainless Steel Shaft, Aluminium Varipitch of throat size 600mm, Base Flashing FRP matching roof profile, Twin ZZ Ball Bearings encased in single integrated bearing house as rotation bearing, over all height 745mm. all as specified and as directed. |
| 50 | S & F Roof trusses (framed), M.S Member of Sliding Door, trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc conforming to IS 2062 and Minimum Grade of E-250 or Equivalent complete. |
| 51 | S & F bottom Roller of dia 300mm 90 thick stainless wheel with 20 x 15 flange including 36 mm pin one in head other with washer nut split pin for doors all as specified and directed. |
| 52 | S & F top roller of dia 145mm of 40mm thickness of cast iron with bush assembly for doors all as specified and directed. |
| 53 | M & L for Two coats of synthetic enamel paint , over a coat of Zinc Cromate primer including one shop coat of zinc chromate primer including preparation of surface complete. |
| 54 | Material and labour for Design, Supply, Fixing, Testing and Commisioning for automation operation of the hangar door (FRONT DOOR) with all safety measures including all items/materials required for smooth operation of door complete with comprising the followings :- |
| 55 | (a) Operating Unit :A traction drive operating unit consisting of a special designed gear box along with integral drive wheel made of ST 52-3/ FE-540WHT steel, which acts a single unit for one of the bottom wheels. Incorporated with Consts./heavy Duty Electric Motor, IP-55 Protection to suit electric supply of 415 V, 3-phase AC & 50 Hz with energy efficient rating having PF more than 0.90, robust construction. In case of POWER FAILURE, change over from electrical to manual operation is to be achieved by declutching the idler gear into manual position using which two persons are able to operate the drive manually with handle and doors shall be opened by disengaging the Gear Box.- 10 Nos Note : Speed of movement of door should not more than 0.20 Mtr per Second. |
| 56 | (b)Bottom Wheels :Each door leaf is to be supported at the bottom on minimum of 2 Nos. heavy duty double flanged track wheels made of ST 52-3/ FE-540WHT steel, of required diameter as per design requirement. The wheel assemblies shall be vertically adjustable, wheel assemblies shall be so that it permits removal of the wheel without removing the door leaf from its position on the rails. The machine wheel treads concentric with bearing. The distance between flanges shall not exceed the width of the rail. Wheel bearing Tapered rollers or spherical bearings, either internal or cartridge type, arranged so that both horizontal and vertical loads shall be transferred to the rail only through the bearing. Bearing shall be tightly sealed and equipped with high-pressure grease fittings. - 10 Nos.Note : Total numbers of wheel are 20 Nos (10 Nos under item (a) and 10 Nos under item (b) above). |
| 57 | (c) Top Rollers System/ Telescopic Assembly :Each leaf is to be guided at top by min 2 Nos. telescopic assembly made of ST 52-3 / FE-540WHT steel, specially designed to compensate the allowable structural deflection, reduce the overall weight of the structure and to ensure the smooth running of leaf across the clear opening. - 20 Nos.Note : Top of gantry shall be covered with GI sheet and sheet shall be extended upto PEB structure so that no opening shall be left for rain etc to enter from the top of the door. |
| 58 | (d)Control Panel Systems :Each Door Control Panel shall consist of DOL starters and VFD, drive contactors, motor protection, control fuse holder, fused and indication lamps interlock contactors, limit/proximity switches, warning lights/hooters, trailing/bunching cable/wiring on the door after the main incoming power junction box. The incoming and of each control panel will be of MCCB 415 Volts, 63 Amps, 10KA and Outgoing will be of MCCB 415 Volts, 32 Amps, 10KA. - 02 Nos. Note : Power supply to each master lester leaf shall be by means of a looped trailing/ bunching cable system, mounted in the top guide track area from a junction box placed at top extermities inside the hangar. |
| 59 | (e)Push Button/ Proximity Switch Systems :Master panel is fitted with a pendant push button station. The pendant is mounted to the leading edge of the leaf on a cord about 2 meters long that allows the operator to move from side to side to see where the door is being driven. The pendent is hung up on a hood when not in use. The buttons themselves include “Move”, “Open Mode” (as required) and “Emergency STOP” buttons. The “Open”, “Close” and “Move” push buttons are the dead man’s type; the Emergency “STOP” button is a red mushroom-headed, “twist – to reset” type. In addition, a “Power ON” indicator lamp shall be fitted. Master Panel shall be fitted internally with an audible and visual alarm which operates at all times the “MOVE” button is pressed and for a safe period before the leaf is in motion under power. An interlock switch is fitted to the internal access panels for the drive units to prevent any leaf being used it is open. On operation OPEN/CLOSE push button, the variable speed drive control panel shall enable the doors to be started and accelerated to their running speed by a smooth & gradual increase of the speed over an interval of time. Similarly, on receiving a confirmation from the ‘Pre-final” limit/proximity switch, the panel shall automatically decrease the speed of the door smoothly & gradually from running speed to full rest. - 40 Nos. (push button 20 Nos and proximity switch 20 Nos.) |
| 60 | (f)Door Operation Safety :The following features shall be incorporated in the control system of the door: (i) The Control Panel shall be located as directed for easy operation and enable the operator to have a full view of the area during operation of the door. (ii)Buffers : Heavy duty energy absorbing buffer stops are to be designed and to be provided at the extremities of the bottom track to cushion and stop the doors coming off the end of their tracks in an emergency situation. - 20 Nos(iii) Safety Edges : In order to prevent any accident, the leaf must return to its home position in case of presence of any human being or aircraft along the line of operation of the leaf. - 20 Nos(iv) The OPEN & CLOSE Push Buttons are constant pressure (HOLD to RUN) and the EMERGENCY STOP Push Buttons is STAY PUT type and have to be twisted to release.(v) Emergency limit switch shall be provided at the extreme limits of travel just before the mechanical buffers. These emergency limit switches shall totally cut-off the control/power supply to the system in case the doors over shoot their normal limits. (vi)Audio/Visual Alarm : Master door panel shall be provided with a Flash Light cum Hooter that shall start & continue to operate during the time door is in operation. - 02 Nos(vii) Key operation: An operation key switch shall be provided on each control panel to prevent unauthorized operation of the doors. |
| 61 | Material and labour for Design, Supply, Fixing, Testing and Commisioning for automation operation of the hangar door (BACK DOOR) with all safety measures including all items/materials required for smooth operation of door complete with comprising the followings :- |
| 62 | (a) Operating Unit :A traction drive operating unit consisting of a special designed gear box along with integral drive wheel made of ST 52-3/ FE-540WHT steel, which acts a single unit for one of the bottom wheels incorporated with Consts./heavy Duty Electric Motor, IP-55 Protection to suit electric supply of 415 V, 3-phase AC & 50 Hz with energy efficient rating having PF more than 0.90, robust construction. In case of POWER FAILURE, change over from electrical to manual operation is to be achieved by declutching the idler gear into manual position using which two persons are able to operate the drive manually with handle and doors shall be opened by disengaging the Gear Box.- 02 Nos Note : Speed of movement of door should not more than 0.20 Mtr per Second. |
| 63 | (b)Bottom Wheels :Each door leaf is to be supported at the bottom on minimum of 2 Nos. heavy duty double flanged track wheels made of ST 52-3/ FE-540WHT steel, of required diameter as per design requirement. The wheel assemblies shall be vertically adjustable, wheel assemblies shall be so that it permits removal of the wheel without removing the door leaf from its position on the rails. The machine wheel treads concentric with bearing. The distance between flanges shall not exceed the width of the rail. Wheel bearing Tapered rollers or spherical bearings, either internal or cartridge type, arranged so that both horizontal and vertical loads shall be transferred to the rail only through the bearing. Bearing shall be tightly sealed and equipped with high-pressure grease fittings. - 02 Nos.Note : Total numbers of wheel are 04 Nos (02 Nos under item (a) and 02 Nos under item (b above)). |
| 64 | (c) Top Rollers System/ Telescopic Assembly :Each leaf is to be guided at top by min 2 Nos. telescopic assembly made of ST 52-3 / FE-540WHT steel, specially designed to compensate the allowable structural deflection, reduce the overall weight of the structure and to ensure the smooth running of leaf across the clear opening. - 04 Nos. Note : Top of gantry shall be covered with GI sheet and sheet shall be extended upto PEB structure so that no opening shall be left for rain etc to enter from the top of the door. |
| 65 | (d)Control Panel Systems :Each Door Control Panel shall consist of DOL starters and VFD, drive contactors, motor protection, control fuse holder, fused and indication lamps interlock contactors, limit/proximity switches, warning lights/hooters, trailing/bunching cable/wiring on the door after the main incoming power junction box. The incoming and of each control panel will be of MCCB 415 Volts, 63 Amps, 10KA and Outgoing will be of MCCB 415 Volts, 32 Amps, 10KA - 01 No.Note : Power supply to each master lester leaf shall be by means of a looped trailing/ bunching cable system, mounted in the top guide track area from a junction box placed at top extermities inside the hangar. |
| 66 | (e)Push Button/ Proximity Switch Systems :Master panel is fitted with a pendant push button station. The pendant is mounted to the leading edge of the leaf on a cord about 2 meters long that allows the operator to move from side to side to see where the door is being driven. The pendent is hung up on a hood when not in use.The buttons themselves include “Move”, “Open Mode” (as required) and “Emergency STOP” buttons. The “Open”, “Close” and “Move” push buttons are the dead man’s type; the Emergency “STOP” button is a red mushroom-headed, “twist – to reset” type. In addition, a “Power ON” indicator lamp shall be fitted. Master Panel shall be fitted internally with an audible and visual alarm which operates at all times the “MOVE” button is pressed and for a safe period before the leaf is in motion under power. An interlock switch is fitted to the internal access panels for the drive units to prevent any leaf being used it is open. On operation OPEN/CLOSE push button, the variable speed drive control panel shall enable the doors to be started and accelerated to their running speed by a smooth & gradual increase of the speed over an interval of time. Similarly, on receiving a confirmation from the ‘Pre-final” limit/proximity switch, the panel shall automatically decrease the speed of the door smoothly & gradually from running speed to full rest. - 08 Nos. (push button 04 Nos and proximity switch 04 Nos.) |
| 67 | (f)Door Operation Safety :The following features shall be incorporated in the control system of the door : (i) The Control Panel shall be located as directed for easy operation and enable the operator to have a full view of the area during operation of the door. (ii)Buffers :Heavy duty energy absorbing buffer stops are to be designed and to be provided at the extremities of the bottom track to cushion and stop the doors coming off the end of their tracks in an emergency situation.-02 Nos(iii) Safety Edges :In order to prevent any accident, the leaf must return to its home position in case of presence of any human being or aircraft along the line of operation of the leaf.- 04 Nos(iv) The OPEN & CLOSE Push Buttons are constant pressure (HOLD to RUN) and the EMERGENCY STOP Push Buttons is STAY PUT type and have to be twisted to release.(v) Emergency limit switch shall be provided at the extreme limits of travel just before the mechanical buffers. These emergency limit switches shall totally cut-off the control/power supply to the system in case the doors over shoot their normal limits. (vi)Audio/Visual Alarm : Master door panel shall be provided with a Flash Light cum Hooter that shall start & continue to operate during the time door is in operation. - 02 Nos(vii) Key operation: An operation key switch shall be provided on each control panel to prevent unauthorized operation of the doors. |
| 68 | NOTE FOR FRONT DOOR & BACK DOOR: (i) Any other items which is necessary and required for smooth and safely functional of the doors shall be carried out without extracost to the department. (ii) All doors/door leafs should be provided with EPDM sealing to avoid ingress of dust. (iii) Provide galvanised drainage duct mounted under bottom guide rail for drainage of water from grooves of rail tracks. (iv) Provide sufficient number of cleats at both side of upper guide tracks to prevent the door/door leafs over falling by any cause. |
| 69 | (v)Tenderer shall submit complete OEM design details alongwith drawing vetted by IIT/NIT or any Govt agency/ Govt approved agency for electrically and manually operated sliding doors to GE and obtain approval before execution of work. The complete work shall be carried out by the OEM /approved venders who has already executed the same nature of work. |
| 70 | (vi) Structural Stability Test for the hangar door shall be carried out through state/central authorities and Structural Stability Certificate shall be submitted be submitted by the contractor on completion without any extra cost to the department. |
| 71 | M & L for point wiring using ISI marked 1.1 kV grade single core FRLSflexible cable, conforming to IS: 694- 1990, having multi-drawn thin strands of electrolytic copper conductors, conforming to IS: 8130- 1984 and insulation conforming to IS: 5831- 1984, for phase, neutral and earth continuity conductor of same size connecting to earth dolly, drawn in not less than 25 mm NB stove enamelled steel conduit Concealed type, conforming to IS: 3837 - 1976, colour-coded as specified in IS: 11353- 1985, including factory made sunken, galvanized, not less than 1.00 mm thick modular flush sheet metal enclosure having top, bottom, side and back-wall knockout for conduit entry from any direction, conforming to IS: 14772- 2000 and including modular cover-plates complete all as specified in IS: 732- 1989 and directed.NOTE: Circuit wire from DB to switch boards shall be included in quoted rate.NOTE: Circuit wire from DB to switch boards shall be included in quoted rate. (a) One 6 A socket outlet, independent, with cables 1.5 mm² size |
| 72 | One 16 A socket outlet, independent, with cables 2.5 mm² size |
| 73 | S & F modular type 6 A one-way SP switch, conforming to IS: 3854- 1997 with finger proof terminal complete as specified and directed..(For high bay /flood lights)Make: Legrand Arteor Cat-Part No. 5734 00 or equivalent model of Havells or Anchor |
| 74 | S & F modular type 16 A one-way SP switch, conforming to IS: 3854- 1997 with finger proof terminal complete as specified and directed. Make: Legrand Arteor Cat-Part No. 5734 10 or equivalent model of Havells or Anchor |
| 75 | S & F modular type 2/3 pin combined shuttered type 6/16 A socket conforming to IS: 1293-2005 complete as specified and directed..Make: Legrand Arteor Cat-Part No. 5734 71 or equivalent model of Havells or Anchor |
| 76 | S & F 6 A, 250 V high quality robust surface/flush type polycarbonate/PVC ceiling rose, conforming to IS: 371- 1979, having 2/3 terminals and outside diameter not less than 63.5 mm complete all as specified and directed. Make: Anchor, Crabtree, Cona |
| 77 | S & F triple pole & neutral, double door, 4-way metallic modular distribution board conforming to IEC 61439-3, suitable for flush / surface mounting with provision for FP RCCB / RCBO / Isolator / MCB as incomer and SP MCBs as outgoing, reversible metal door, 100 A copper busbar for each phase, fully insulated & shrouded neutral bar, earth bar, wireset & cable ties for cable management, prefitted masking sheet, etc. having IK 09 & IP 43 protection complete all as specified and directed by engineer-in-charge.Make: Legrand, Schneider, L & T |
| 78 | S&F Tripple pole and earth enclosure with a three pin and earth plug with socket complete with one triple pole 20 Amp MCB |
| 79 | S&F Tripple pole and earth enclosure with a three pin and earth plug with socket complete with one triple pole 32 Amp MCB |
| 80 | Single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole 20 A MCB ( For AC Point & single phase power point for hanger) |
| 81 | M & L for submain wiring using ISI marked 1.1 kV grade single core FR-LSH flexible cable, conforming to IS: 694- 1990, having multi-drawn thin strands of electrolytic copper conductors, conforming to IS: 8130- 1984 and insulation conforming to IS: 5831- 1984, for phase, neutral and earth continuity conductor connecting to earth dolly, drawn in not less than 25 mm NB stove enamelled rigid steel conduits, conforming toIS-3837-1976, colour-coded as specified in IS: 11353- 1985, complete including factory made sunken, galvanized, not less than 1.00 mm thick modular flush sheet metal enclosure having top, bottom, side and back-wall knockout for conduit entry from any direction, conforming to IS: 14772- 2000 and including modular cover-plates complete all as specified in IS: 732- 1989 and directed.all as specified in IS: 732- 1989 and directed.NOTE: (i) 01 run of phase conductor, 01 run of neutral conductor, 01 run of earth continuity conductor and 01 run of steel conduit shall be measured as one length. (ii) Rate of Sunken box modular type for fixing of 6 A modular switches shall be included in the quoted rate, 6A modular witches for high bay lights shall be measured seperately under appropriate item.(a) 2X 4.0 mm² + 1 X 4.0 mm² earth wire ( For high bay light , flood light fitting ) |
| 82 | M & L for submain wiring using ISI marked 1.1 kV grade single core FR-LSH flexible cable, conforming to IS: 694- 1990, having multi-drawn thin strands of electrolytic copper conductors, conforming to IS: 8130- 1984 and insulation conforming to IS: 5831- 1984, for phase, neutral and earth continuity conductor connecting to earth dolly, drawn in not less than 25 mm NB stove enamelled rigid steel conduits, conforming toIS-3837-1976, colour-coded as specified in IS: 11353- 1985, complete all as specified in IS: 732- 1989 and directed. NOTE: 03 run of phase conductor, 01 run of neutral conductor, 02 run of earth continuity conductor and 01 run of steel conduit shall be measured as one length.(a)4x16 mm² + 2x16 mm² earth wire ( For Industrial Socket 3 phase 32 AMP ) |
| 83 | M & L for submain wiring using ISI marked 1.1 kV grade single core FR-LSH flexible cable, conforming to IS: 694- 1990, having multi-drawn thin strands of electrolytic copper conductors, conforming to IS: 8130- 1984 and insulation conforming to IS: 5831- 1984, for phase, neutral and earth continuity conductor connecting to earth dolly, drawn in not less than 32 mm NB stove enamelled rigidsteel conduits, conforming toIS-3837-1976, colour-coded as specified in IS: 11353- 1985, including necessary fixing arrangement complete all as specified in IS: 732- 1989 and directed. NOTE: 03 run of phase conductor, 01 run of neutral conductor, 02 run of earth continuity conductor and 01 run of steel conduit shall be measured as one length. (a) 4 X 10mm² + 2 X 10 mm² earth wire ( For Industrial Socket 3 phase 16 AMP ) |
| 84 | M & L for submain wiring using ISI marked 1.1 kV grade single core FR-LSH flexible cable, conforming to IS: 694- 1990, having multi-drawn thin strands of electrolytic copper conductors, conforming to IS: 8130- 1984 and insulation conforming to IS: 5831- 1984, for phase, neutral and earth continuity conductor connecting to earth dolly, drawn in not less than 25 mm NB stove enamelled rigidsteel conduits, conforming toIS-3837-1976 , colour-coded as specified in IS: 11353- 1985, inncluding necessary fixing arrangement complete all as specified in IS: 732- 1989 and directed.NOTE: 03 run of phase conductor, 01 run of neutral conductor, 02 run of earth continuity conductor and 01 run of steel conduit shall be measured as one length. |
| 85 | 4 X 6.0 mm² + 2 X 6.0 mm² earth wire (For 15 A socket and 5 A socket at distribution layout in hanger) |
| 86 | 4 X 4.0 mm² + 2 X 4.0 mm² earth wire |
| 87 | M & L for earthing complete with galvanized steel earth plate electrode of 60 cm X 60 cm X 6 mm size, buried directly in ground (earth pit not less than 2.25 m deep below ground level) with top edge of the plate not less than 1.5 m belownormal ground level, connected to galvanized wire of 4 mm dia as earth lead by means of bolts, nuts, checknuts and washers of galvanized iron or steel, galvanized iron pipe of 15 mm diameter connected to earthing test point, all as shown in electrical plate No. 3, connected to earthing test point including testing on completion, excavation, earthwork, PCC earth pit of dimensions 550 mm X 550 mm (outer) and 300 mm X 300mm (inner) and 250 mm deep with a 10 mm deep CI cover hinged to CI frame on ground level, GI watering pipe, funnel, etc. all as specified and directed by engineer- in - charge. |
| 88 | M & L for GI wire 4 mm as earth lead fixed to wall /floor or recess or chases or buried in ground or drawn in and including steel conduit fixed to poles or any other indicated situation for loop earthing or connected to earting to Main DB etc complete all as specified and directed. |
| 89 | S & F 150 W High Bay LightLight having high efficiency long life LED module with SMD LED package mounted on MCPCB with high LED efficiency of = 100 lumen/W, integral SMPS based constant current electronic LED driver with THD < 20%, surge voltage protection and other safety tests as per IS: 15885 (Part-2/Sec-13): 2012, IP 66 protection, high efficiency polycarbonate cover with integrated lens housed in pressure die-cast aluminium alloy heat sink for effective thermal management, sturdiness, excellent corrosion resistance, separate optical and control gear compartment & top opening for easy maintenance, suitable for side entry,including necessary electrical connection to the fixture with 3 core flexible Cu conductor cable of appropriate size andincluding GI clamps, nuts, bolts & washers complete all as specified and directed. Make: Bajaj Cat part No BGHBM150W LED XE /Havells/Phillips/Wipro |
| 90 | S & F MCB for AC applications conforming to IS/IEC 60898-1-2002, having breaking capacity Icn = 10 kA, sliding bottom clamp, colour coded on/off indication on dolly, biconnect IP 20 protected lower terminals and sliding shutters, etc. complete all as specified and directed by engineer-in-charge.Make: Schneider, Legrand, Havells40A, TPN MCB, C-curve |
| 91 | S & F 150 W Flood Light having high efficiency long life LED module with SMD LED package mounted on MCPCB with high LED efficiency of = 100 lumen/W, integral SMPS based constant current electronic LED driver with THD < 20%, surge voltage protection and other safety tests as per IS: 15885 (Part-2/Sec-13): 2012, IP 66 protection, high efficiency polycarbonate cover with integrated lens housed in pressure die-cast aluminium alloy heat sink for effective thermal management, sturdiness, excellent corrosion resistance, separate optical and control gear compartment & top opening for easy maintenance, suitable for side entry, pole mounting with bracket 1.2 m long with including necessary electrical connection to the fixture with 3 core flexible Cu conductor cable of appropriate size and light grade GI pipe (25 mm), including GI clamps, nuts, bolts & washers with two coats of synthetic enemal paint over a coat of red oxide primer complete all as specified and directed.Make: Bajaj Cat part No BJFL 150 W /Havells/Phillips/Wipro |
| 92 | S&F 32A. TPN MCB, C-curve |
| 93 | S&F 20 A, SP MCB, C- curve |
| 94 | S&F 16A, SP MCB, C-curve |
| 95 | S&F 10 A, SP MCB, C- curve |
| 96 | S&F 6 A, SP MCB, C- curve |
| 97 | S&F 40A, FP MCB, C-curve. |
| 98 | S&F 25A, TP MCB, C-curve. |
| 99 | S&F 25A, FP MCB, C-curve. |
| 100 | S&F Air circulator wall mounted type 600 mm dia complete with all accessories all as specified and directed. |
| 101 | Supply & fix single pointed air termination Aluminium rod, 12 mm dia, 300 mm long all as specified and directed.. |
| 102 | Supply & fix aluminium strip 25 mm x 3.15 mm Complete with insulator or saddles and fixing screws for Fitting the strip all as specified and directed. |
| 103 | Supply & install GI strip 32 mm x 6 mm buried In ground all as specified and directed. |
| 104 | M & L for galvanized iron pipe medium grade (ISI Marked) with including fittings (ISI Marked) laid in trenches/wall/floor , jointed and tested of size 40 mm bore all as specified and directed. |
| 105 | S&F Test point terminal block made of gun metal or phorphorus bronze size 75x75x25 mm dirilled and screwed including 3 nos 8mm dia 25mm long hexagonal head screw all as specified and directed. |
| 106 | M&L earthing complete with copper earth plate electrode 600x600x3.15 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of the plate not less than 1.5 mtr below normal ground level,the earth electrode surrounded by adequate quantity of charcoal dust and salt to a packed thickness of 15cm on all side and including connected to and including earth leadcopper strip 20x3 mmupto 7.5 mtrs long by means ofnuts and bolts, check nuts and washersand connected to earhing test point and earth dollyall as shown in electrical plate No 3 of MES SSR part I and testing on completion includingnecessary excavation and earth work in any type of soil, PCC(1:3:6)type C1 chamber, pre-cast RCC slab 50mm thick in cement concrete (1:2:4),type B1,reinforced with welded steel wire fabric or XPM,(weight not less than 4 Kg per Sqm),funnel with watering pipe 20mm dia medium grade,wire mesh and lugs,GI protection pipe,40 mm dia,light grade,7.5 mtr long for protection of earth lead upto test point etc all as specified and as directed. |
| 107 | M & L forPCCType B2 1:2:4(40 mm graded aggregate) in foundations, filling and mass concrete all as specified and directed. |
| 108 | Supply & fix integral LED aviation light yellow painted die cast aluminium alloy housing. Red coloured polycarobnate dome complete with accessories all as specified and directed. Model No : BGAV 302 LED. Make : Bajaj |
| 109 | Supply and laying double corrugated (DWC) high density polythene pipes having corrugation on the other wall and plain surface on inner wall, size 50mm outer dia for protection of UG cable with all fittings laid in trenches/road/drain or fixed along wall /poles of laid under PCC interlocking tiles including road cutting and making good complete all as specified and directed. Make:- REX/POLY/GEMINI or equivalent |
| 110 | Suppy Laying and testing cable XLPE screened PVC bedded galvanised iron strip armoured electric power cables (Heavy duty) 1100 Volts grade with stranded aluminium conductor of size 6 Sqmm 2 core all as specified and as directed. |
AI Tender Summary
Tender Timeline
Sep 12, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 06, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 06, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 06, 2022
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 12, 2022
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 12, 2022
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 12, 2022
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 12, 2022
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 12, 2022
18:00 IST
Corrigendum-8 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 19, 2022
18:00 IST
Corrigendum-9 Issued
Clarifications on tender conditions and amendments issued.
CompletedSep 19, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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