Tender For Provn Of Additional High Mast Security Lighting Alongwith Led Luminaries And Iron Shed For Dg Set Under Different Location At Afs Phalodi
Tender Value
Ref. Documents
Estimated cost
Bid Submission
27 Aug 2026
3 days left
EMD
49020
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Additional High Mast Security Lighting Alongwith Led Luminaries And Iron Shed For Dg Set Under Different Location At Afs Phalodi
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Garrison Engineer (AF), Air Force Station, Phalodi Name of Work : PROVN OF ADDITIONAL HIGH MAST SECURITY LIGHTING ALONGWITH LED LUMINARIES AND IRON SHED FOR DG SET UNDER DIFFERENT LOCATION AT AFS PHALODI Contract No: GE (AF) PHALODI/ OF 2026-27 Serial Page No. Bidder Name : SCHEDULE 'A'(BOQ)(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT TEXT # NUMBER TEXT NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER NUMBER # TEXT Srl.No. Item Description Item Code / Make Approx No of Units reqd Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Supply of high mast lighting system (as per PLG 07 of ILP UK technical report no 7 of ILE UK /IS:875 Part-1 – 2015//BSEN10025/and IS:2062 ) consisting of totally hot dip galvanised by piecewise single dipped method high mast, lantern carriage suitable for 12 nos. luminaries (suitable for 350 Watt Flood light)with welded arm for 270 degree area and rest of part should be setup counter weight on the other hand of arm for proper balencing of lantern carriage (excluding luminaire), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights & Control Panel, double drum type self-sustaining winch, integral power tool accessible from door with padlocking arrangement (winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, Stainless steel 6 mm dia. wire ropes(AISI 316, 7 / 19 construction 3 no. rope for lantern carriage & 2 no. rope for winch assembly ) foundation bolt, torque limiter, PR insulated PCP sheathed 5 core x 2.5 Sq.mm trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135.etc complete all specified and directed.Height of Highmast - 25 Mtrs; High mast 1. Material Construction - IS 2062 grade E350 / BS EN 10025 or Equivalent having minimum yield strength of 350 N/Sq. mm 2. Top/ Bottom (diameter of High Mast) - 150/460 MM 3. Nos. of Section of Mast - 3 4. Thickness of Section - 4/4/5 MM 6. PCD of Foundation - 590 MM 5. Thickness of Base Plate (Min.) - 30 MM7. No. of Foundation Bolts - 12 Nos. 8. Wire Rope (Nos./Thickness) - 3/6mm, AISI 304 9. Input Supply/Power tool /Torque Limiter - 415V , 3 Phase/ (Reversible with Plate arrangement for adjusting the tension in the coupling chain between motor & winch/Mechanical 10. Motor - 2.0 HP 11. Trailing Cable ( Conductor/Type/Size) - Copper/EPR insulated PCP sheathed cotton raided/5CX4.0 sqmmNote : Foundation design and lantern carriage design should be approved by Engg in charge and foundation included in quoted rate |
| 3 | S&F High wattage floodlight luminaire with capacity 350 Watt system efficacy of 120 lumens/watt and option of multiple wattages in both wide and narrow beam options with PDC housing, high impact resistance (IK07) glass cover making it perfect solution for wide range of area lighting in industrial applications. & connecting complete all as specified & directed. |
| 4 | Material and labour of earthing complete with Galvanised iron earth plate electrode 600 mm x 600 mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 m deep below normal ground level) with top edge of the plate not less than 1.5 m deep below normal ground connected to GI strip 32x6mm by means of bolts nuts check nuts and washer of galvanized steel, watering pipe of 20 mm bore, galvanised iron, light grade, and 15 mm bore galvanised iron light grade for earth wire protection including all excavation earth work in any type of soil, PCC pit in PCC 1:2:4 type B-1 and RCC 1:2:4, type B1 for precast chamber cover 50 mm thick, reinforced with welded steel wire fabric or XPM Jali (weight not less than 4.00 Kg / sqm), with charcoal, salt, funnel complete all as shown in the electrical plate No 3 of SSR part –I and testing on completion. complete all as specifed and directed.Note:-Quoted rates shall be deemed to include for earth wire with protection pipe up to 7.5 M length. |
| 5 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth or n exc 10 Sqm on plan and n exc 1.5 m in depth & getting out,for laying underground cable, pipe lines etc. in soft/ loose soil, complete all as specified & directed.Note:- Any excavation in SDR/Loose soil/PCC/Hardstanding/Interlocking tiles/Bituminous pavement shall be carried out by manual mode only irrespective of Tech/Residential area. In case of mechanical excavation engaged by the contractor, any fault due to rupturing of communication/power/any other utility lines shall be rectified by appropriate joint as per direction of Engr-in-Charge/GE/Stn Auth as deemed fir and no extra cost will be paid in this respect. |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cms thick in soft / loose or hard dence soil complete all as specified and directed. |
| 7 | Removing excavated surplus material to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 8 | Supply & spread unwashed Crushed stone sand for sand cushioning for covering the under ground cable in trenches. complete all as specifed and directed. (Note :- Punning thickness shall be measured.) |
| 9 | Supplying and laying un-reinforced precast concrete cable cover, Class LV, Type I, flat, size 250 mm x 150mm x 40mm across the cable in trenches complete all as specifed and directed. |
| 10 | Supply & lay XLPE insulated, PVC inner sheathed, armoured with galvanised steel strip or wire, heavy duty, LT underground cable ISI marked with aluminium multistranded conductor 1100 volt grade of size 35 Sqmm 3.5 core laid in trenches / duct passing through pipe / duct or fixed on pole and connecting and testing complete all as specifed and directed.Note:- (i) Cable may be laid in trenches, under road, across the Nallah, along poles/walls and ducts etc.(ii) Excavation, earthwork, sand cushioning, cable cover, pipe for cable protection to be measured and paid separately. |
| 11 | Excavating in post hole or similar hole each n.exc. 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc. 25 cm, watering and removing surplas soil to adistance not exc. 50 mtr and making good surface in soft soil complete all as specified and as directed. |
| 12 | M&L PCC (1:2:4) type D2 using 40 mm graded stone aggregate as in foundations, filling & mass concrete complete all as specified and directed. |
| 13 | M & L Joist, channel, angle, or tee sections, fixed independently in vertical Posts, without connecting plates, etc. Fe 410-W (Gde E250) quality-A complete all as specified and directed. |
| 14 | S&F rolled section as in main & cross beam , hip and jack rafter & purlins where connected to common rafter and running rails with cleats and connecting plates etc complete using Fe 410 -W (Gde- E- 250) quality- A complete all as specified and directed. |
| 15 | M&L two coats of synthetic enamel paint over one coat of red oxide primer on new steel surface after necessary preparaton of surface over 10 cm in width or girth complete all as specified and directed. |
| 16 | S & F Pre painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 17 | Demolition of brick work or stone boulder masonry built in cement or cement lime mortar complete all as specified and directed. |
| 18 | M&L for Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm of type C1 (1:3:6) using 20mm graded aggregate in width and setting in mortar (1:6) , complete all as specified and directed. |
| 19 | M&L for 15mm thick in CM 1:4 rendering on fair faces of brick or concrete surfaces finished even and smooth (without using extra lime or cement) on wall complete all as specified and directed. |
| 20 | M&L for prepartion of newly plastered surfaces and applying two coats of cement based paint over Chalk whiting, on plastered surfaces, prepara-tory to distempering complete all as specified and directed. |
| 21 | M&L for 100mm thick PCC type C-2 (1:2:4) using 20mm graded agg as in flooring finished even and smooth w/o usin extra cement complete all as specified and directed. Total in Figures 0.0 23 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender 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