Tender For Provn Of High Mast Light , Chain Linking Fencing And Approach Path For Antena Infrastucture Of Signal Unit At Af Stn Under Ge(Af) Gorakhpur.
Tender Overview
Project Description
Tender for Provn Of High Mast Light , Chain Linking Fencing And Approach Path For Antena Infrastucture Of Signal Unit At Af Stn Under Ge(Af) Gorakhpur.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Oct-2026 | BOQ CORRIGENDUM | BOQ | 05-Nov-2026 |
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) Gorakhpur Name of Work: PROVN OF HIGH MAST LIGHT , CHAIN LINKING FENCING AND APPROACH PATH FOR ANTENA INFRASTUCTURE OF SIGNAL UNIT AT AF STN UNDER GE(AF) GORAKHPUR. Contract No.: GE(AF)/GKP/E-53 OF 2026-27 File No. 9501/E8 Serial Page No.15 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(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 # Sl.No. Descripion of items Item Code / Make Quantity Units Estimated Rate inRs. P 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 Without Taxes inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Excavation in trenches n. exc 1.5 m wide and n.exc 1.5 m in depth and getting out soft/loose soil complete all as specified and as directed for laying of under ground cable, foundation of pole and stay etc. complete all as specified and as directed . |
| 3 | Returning, filling in, including spreading, levelling, watering and well remmining in layers not exc 25 cm complete all as specified and as directed |
| 4 | Removing excavated material n.exc 50 m and depositing where directed at a level n. exc 1.5 m above the starting point all as directed. |
| 5 | M&L for sand cushioning to U/G cable in layers of 23 cm thick( 8 Cm before laying the cable and 15 Cm thick after laying the cable) in trenches complete all as specified and directed.Note :- Only Puned down volume shall be measured. |
| 6 | Supply and lay burnt best quality locally available old size sub class 'B' bricks laid in trenches perpendicular to U/G cable for cable protection complete all as specified and as directed. |
| 7 | Supply and lay in trenches or passing through pipe XLPE insulated armoured, heavy duty electric cable with aluminium conductor 1100 volts grade, cross-sectional area 25 Sqmm 4 core complete all as specified and as directed. |
| 8 | Boring holes horizontally under road without damaging the surface of road ( minimum 1.0 Metre below the road surface with the help of GI tubing not exc 50 mm bore(dia) for passing UG cable, complete all as specified and as directed. NOTE : - GI Pipe laid will be measured and paid separately under respective item |
| 9 | Supply and fixing LED flood light fitting 120 W, 230 volt , AC outdoor type with thermal management in multiple optics and equipped with IP 66 protection, with impact and corrosion resistant complete with driver and lamp and install on 15 mtr high mast light all as specified and directed. |
| 10 | S&F of 25 mm bore GI tubing light grade with all fittings laid across road, in trenches or across PCC drain, along electric pole or floor/wall for cable protection with suitable size of MS clamps and nut and botls/washers complete all as specified . |
| 11 | Supply, Errection, Installation , Commissioning& testing of High Mast lights, and high mast lights detail under mentioned Technical data cart part Specification in closed) comprising of the following :-(a) Supply of galvanized Steel mast of 15 mtrs high Mast lighting system technical data with the scope of work.(b) Steel mast height 15 Mtr (galvanizing std IS 4759 )( Material construction of high mast sheet will be of BSEN 10025 / lS 5986 Gr Fe 510 or equivalent) cross section of mast 20 sided regular polygon & No of parts along length 2 ( Top dia 150 mm (A/F) & bottom dia 360 mm (A/F), (c ) Part 1: 8301 mm (Bottom) thickness 4mm ; Part 2: 8300 mm thickness 3 mm (d) Metal Protection - Hot dip galvanizing internally & externally (e)Thickness of galvanization - average coating 86 microns for > 5mm sheet thickness/65 microns for <5mm sheet thickness (f) Base plate details :- base plate dia : 560 mm, thickness : 25mm (g) Lightning protection finial - 1.2m Galvanized, single spike (h) HD bolts dia 24mm/ HD bolts Nos : 6 / HD bolts 850 mtr long & PCD 460 mm/ HD bolts embedded length as per manufacturer TDS (j) Material construction : 48.3 OD ERW class B Sq pipes or circular pipe with 6 arms.(k) Dia of lantern ring - as per head frame design in two halves (l) LED type twin Aviation obs light - 01No (m) Wind 2 drum manual and power operated , Speed 50m/sec; terrain category- 2, Class-A, incl 3 phase 415 volts 1.5 HP power tool) (n) Stainless Steel wire Rope : grade AISI 316, 7/19 Con , dia 6 mm braking load minimum -2350 Kg,(o) Fixing of LED ligth 6 to 9 Nos flood light. Note : items has been measure and paid separately (p) Service Wiring feeder to flood light FRLSH , IS- 694 copper cable size 2.5 Sqmm (minimum) x 5 coreNote : -(i) Work to be executed as per standard engineering practices and as per manufacturers instruction,(ii) Before placing the order the design/ drawing of high mast of there manufacturer shall be got approved by GE(A/F).,(iii) Work to be executed by the manufacturer or there authorized rep and and undertaking of the same from the manufacturer be submitted prior to excution / completion.,(iv) All the cost of Civil work and Size of RCC foundation Shall be carried out as per manufacturers drawings will be inclusive of this Quoated Rate. |
| 12 | M&L for earthing complete with galvanised steel earth plate electrode 600 x 600 x 6 mm thick, burried directly into the ground (earth pit not less than 2.25 mtr below ground level) with top edge of the plate not less than 1.5 mtr below normal ground level, connected to GI earth strip 32x6 mm by means of bolts, nuts, check nuts, and washers of galvanised iron or steel all as shown iln electrical plate No. 3 connected to earthing test point all as specified or indicated including excavation and connected earth work, PCC chamber and cover, watering pipe, funnel wire mesh but without earth lead protection pipe and test on completion after dismantling unserviceable erthing (above GL only) complete all as directed. |
| 13 | Supply, installing, testing and commissioning, factory made and tested LT feeder pillar box , outdoor type,platform mounted, The panel shall be dust and vermin proof, IP 65 class protection and made of 3.15mm CRCA MS sheet and 40x40x4mm thick angle iron frame work, powder coated finish over one coat of red oxide primer outside and two coats of red oxide primer on inside, front opening type, with aprons for cable entry, with double door shutter and locking arrangement , internal wiring with PVC insulated, stranded copper conductor, FRLSH cables, IS-694 marked of adequate size but not less than 10 Sqmm. The following items accomadated this feeder piller incl 2 nos danger notice plate made of 1.6 mm thick mild steel sheet, vitreous enamelled white of size 25 x 20 cm with letter figures and conventional skull bones in signal red colour and fixed nuts, bolts and washers etc with voltage and danger indicated in Hindi and English complete all as specified and directed. The scope of work includes the following items accomadate the same panel:-(i) Stag type,4 way terminal(I/P) 63 Amps - 1 No (PCB 150 ACBC),(ii) MCCB 40Amps 4 pole - 1No (iii) Contactor 3pole 32Amps -1 No,(iv) toggle Switch 6Amps - 1 No,(v) Timer (analogue) with battery backup -1 Hr,(vi) Stage type, 4way terminal (O/P) 63A - 1 No (PCB 150 ACBC,(vii) Over load relay 2/3.5A - 1 No,(viii) F. contactor 9A - 1No,(ix) R. contactor 9A - 1No,(x) Motor terminal 32Amps -1 No,(xi) Push switch terminal(STD)-1No,(xii) Push switch (F/R) STD - 1 No |
| 14 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/smooth soil complete all as specified. |
| 15 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 mabove the starting point complete all as specified. |
| 16 | M&L 75mm thick cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in sub base complete all as specified. |
| 17 | M&L Chequered cement concrete coloured tiles with grey cement & pigment 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors over 20 mm thick cement screed bed in CM 1:6 etc complete all as specified and as directed. |
| 18 | M&L 100mm thick cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in sub base complete all as specified. |
| 19 | M&L for sand cushioning layer under the floors and hand level surface including watering and consolidation to receive floor tiles complete all as specified and as directed. |
| 20 | M&L for Machine pressed precast concrete interlocking paver block vibro compacted rubber moulded with grey cement and pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and directed by Engr-in-Charge. |
| 21 | M&L 50 mm thick PCC 1:2:4 type B-1, using 20mm graded stone aggregate as in hard standing finished even and smooth with using extra cement including spike rolling to surface complete all as specified and directed |
| 22 | M&L for 75mm thick cement concrete type C2 1:3:6 using 40 mm graded stone aggregate as in plinth protection including finishing cement concrete surfaces even and smooth without using extra cement complete all as specified and directed. |
| 23 | M&L for Framed work as in doors or gates or grating of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing Fe 410 -W (Gde E- 250) complete complete all as specified and as directed. |
| 24 | M&L for brick work with subclass 'B' brick straight or curved on plan 6m mean radious built in CM (1:4) etc as directed . |
| 25 | M&L Rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified as directed. |
| 26 | M & L for preparation of new surfaces of any description , including cornices and applying two coats of white wash on walls complete all as specified and as directed. |
| 27 | Excavating in post holes (or similar holes) each n exc. 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, Complete all as specified and directed at site. |
| 28 | M&L PCC 1:3:6 type C2 40mm graded stone aggregate as in fixing of fencing post and mass concrete all as specified. |
| 29 | S & F mild steel work as in posts and struts in fencing incl cutting tops to shape as directed, drilling holes, notching for wire, etc; flat iron fillets incl all necessary drilling, bolting or rivetting etc and similar work confirming to Fe 290 Gd E-165. complete all as specified and as directed. |
| 30 | Supply only chain link MS galvanised fencing, any size or type of minimum dia 3.15 mm or above as directed. (Weight of chain link fencing shall be decided through a BOO) |
| 31 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standard rails, straining bolts etc. |
| 32 | M&L for mild steel round bar 10 to 12mm dia confirming Fe-410-W (Gde.E-250) Fe 290 (Gde - E-165) as in stiffeners to chain link fencing etc all as specified and directed. |
| 33 | S&F in 610mm dia punched tape concertina coil (effective dia 550mm at strech length of coil 6m) with two handle and spikes at both end of coil with dovetail clips [18 SWG], incl razor wire [7 No], 6m length of each wire medium size, barbed length 20mm width 14mm, incl 51 pins, 128 nos of clips in each coil incl 230gm/ Sqm Zinc coating on core wire complete all as specified. |
| 34 | M&L preparation of new painted steel surfaces of any description, over 10cm width or girth and apply two coat of synthetic enamel paint over a coat of red oxide complete all as specified and as directed . |
| 35 | Supply only Liquid water proofing compound. |
| 36 | M&L for surface dressing not exceeding 15 cm in depth getting out in soft/loose soil complete all as specified and directed |
| 37 | M&L for hardcore of guage n.exc 63mm of broken stone or boulders, deposited, spread and levelled in layers nexc.15 cm thick, watered and rammed to a true surface complete all as specified and as directed |
| 38 | M&L for preparation of new plaster surfaces of wall and applying two coats of cement base paint over a coat alkali resistant primer complete all as specified as directed. |
| 39 | M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, Total in Figures 0.0 0.0 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 |
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