Tender For Provn Of Antenna Mast Along With Base And Lightening Arrester And Work Services For Enhancement Of Stand By Power Supply In Certain Buildings At Afs Bareilly Under Ge (Af) Bareilly
Tender Value
23.59 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
18 days left
EMD
47180
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Antenna Mast Along With Base And Lightening Arrester And Work Services For Enhancement Of Stand By Power Supply In Certain Buildings At Afs Bareilly Under Ge (Af) Bareilly
BOQ
| Sl. No. | Item Description |
| 1 | B/R Portion :Excavation over areas, not exc.1.5mtr deep and getting out in soft / loose soil all as specified. |
| 2 | Excavation in trenches not exc. 1.50 mtr wide and not exc. 1.50 mtr in depth for foundation etc. or for manholes, cesspits, shafts, cable etc. not exc. 10 Sqm on plan and getting out in soft / loose soil all as specified. |
| 3 | Excavation in post holes (or similar holes) each not exc 0.50 Cum and getting out in soft/loose soil, returning, filling in and raming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing surplus soil to a distance not exc 50mtr and making good surface all as specified. |
| 4 | Removing surplus excavated material (soil) to distance not exc. 50 mtr and depositing where directed at a level not exc. 1.50 mtr above the starting point all as specified. |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil all as specified. |
| 6 | M&L for cement concrete, type D-2, 1:4:8 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete all as specified. |
| 7 | M&L for cement concrete, type D-2, 1:4:8 (using 40 mm graded crushed stone aggregate) as in surface channels and drains all as specified. |
| 8 | M&L for cement concrete type B-2, 1:2:4 (40 mm graded crushed stone aggregate) as in foundation, filling and mass-concrete all as specified. |
| 9 | M&L for reinforced cement concrete (nominal mix) 1:2:4, type B-1 using 20 mm graded crushed stone aggregates as in foundations, including rafts,footings, foundation beams; plinth beams; bases forcolumns, etc.; basement slabs,under-reamed piles and mass concrete all as specified. |
| 10 | M&L for reinforced cement concrete (nominalmix) type B-1, 1:2:4 using 20 mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts all as specified. |
| 11 | M&L for mild steel TMT bars 10 mmm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, looking ends and binding with and including mild steel wire not less than 0.90mm dia all as specified. |
| 12 | All as per item No 11.00 above but 8 mm dia and over upto and including 10mm dia as in ties,stirrups, spacers and binders. |
| 13 | M&L for formwork to flat surfaces of 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 of concrete all as specified. |
| 14 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions Square rectangular or polygonal on plan all as specified. |
| 15 | M&L for steel work in tubular trusses including special shaped washer etc. using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240 all as specified. |
| 16 | S&F for plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk forming holes, without any attachment with riveted, bolted or welded attachment conforming to Fe-410-W(Gde-E-250) quality-A all as specified. |
| 17 | S&F for mild steel bolts 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. exc30cm long and diameter of neck exc 20mm and not exc 25 mm all as specified. |
| 18 | S&F for mild steel work as in bands,straps, supports or stays for rainwater,ventilating pipes,including bolts if required hooks (stay), heavy,for large gates.hook and pintle hinges:large hasps and staples; chains;hand made sliding bolts; clamps;hold fasts; wall ties; hooks forhanging fans; plain angle cleats for securing purlins to woodtrusses or rafters; knee pieceinserts; two way and three waystraps, plate washers and similarsmall articles conforming toFe-290 Gde-E-165 all as specified. |
| 19 | M&L for brick work with sub class 'B' old size bricks having designation 75 conforming to IS-12894, straight or curved on plan exc. 6.00 mtr mean radius built in cement mortar 1:6 all as specified. |
| 20 | M&L for pre-cast cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in landing,cover slabs,chullah hoods,chajjas,shelves and simillar items with plain faces and setting in cement mortar 1:6 all as specified. |
| 21 | M&L for 15 mm thick rendering in cement mortar (1:4) on brick or concrete surfaces including finishing fair and even surface including mixed with liquid WPC as per manufacturer instruction (Note :- WPC will be measured and paid separately). |
| 22 | S&F for galvanised stay strand (grade 2), size 7/4.0mm all as specified. |
| 23 | M&L for preparation of newly plastered surface of wall and applying three coats of white wash all as specified. |
| 24 | M&L for preparation of newly steel surfaces of any description over 10 cm in width or grith not otherwise described and applying two coats of Synthetic enamel paint over a coat of red oxide zink chromate primer all as specified. |
| 25 | Surface excavation in soft/loose soil not exceeding 30cm deep and averaging 15 deep all as specified. |
| 26 | M&L for fly ash brick works, straight or curved on plan exc 6.0 mtr mean radius built in cement mortar 1:6 all as specified. |
| 27 | M&L for preparation of newly plastered surface of wall and applying two coats of cement base paint all as specified. |
| 28 | M&L for cement concrete type B-1(1:2:4) using 20 mm graded crushed stone aggregate as in coping, beds block for embedding hold fast, kneeler apex stones bed plates water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work. |
| 29 | M&L for hard core of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders all as specified. |
| 30 | M&L for 150 mm thick cement concrete type D-2, 1:4:8 (40mm graded crushed stone aggregate) as in sub base of hard standing/ pavment all as specified. |
| 31 | M&L for 100 mm thick cement concrete type B-1, 1:2:4 (20mm graded crushed stone aggregate) as in top layer of hard standing/ pavment including finishing surface even and smooth without using extra cement. |
| 32 | M&L for forming contraction (Dummy) joints 65 mm deep x 10mm wide filled with sealing compound grade 'A' all as specified. |
| 33 | S&F for pre-painted galvalume aluminum zink 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 coaching screw as specified. (Note:- Colour and design as approved by GE) |
| 34 | E/M Portion :-M&L for chemical earthing complete with copper earth plate electrode 900mmx 600mm x 5 mm thick buried directly in ground vertically to depth not less than 3.00 mtr below ground level with top edge of earth plate at a depth not less than 2.25 mtr below normal ground level connected to and including copper strip of 32mmx6mm as in earth lead up to 7.5 mtr long fixed by means of bolts, nuts, check nuts and washers or brazing etc. of galvanised iron or steel including provn of GI protection pipe light grade 40mm bore and connected to earth strip earthing test point all as shown in Electrical plate No.5 of SSR Part-I as specified or indicated and testing on completion including necessary earth work in any type of soil, PCC (1:3:6) type C-1 in chamber, precast cover slab 50mm thick in cement concrete (1:2:4) type B-1 (reinforced with welded steel wire fabric (XPM) of weight not less than 4kg/sqm) with frame, funnel with GI watering pipe 15mm bore medium grade, wire mesh and lugs, test point including salt (150 Kgs), Coal dust(100Kgs) & Magnesium sulphate (150Kgs) including refilling of earth pit with cultivated soil and removal of surplus soil upto 50mtrs apart complete all as speficied. Note: The earth resistance value should be less than 1 ohm failing which the contractor shall re- do the earthing without any extra cost. |
| 35 | S&F for advanced lightning protection device SABO LIVA LAP BX 125T having advance triggering time of 40 micro seconds (84 mtr radius protection, LEVEL-IV) complete all as specified. |
| 36 | S&F for 5 mtr GI mast with mounting accessories+stay wire+ insulator between lightning arrestor and mast all as specified. |
| 37 | S&F for flexible copper cable 70 Sqmm 1 core all as specified. |
| 38 | S&F for 50mm bore GI tubing light grade with all fittings laid in trenches or inserting in horizontal boring all as specified. Please Enable Macros to View BoQ information |
| 39 | S&F for 50mm bore GI tubing light grade with all fittings laid in trenches or inserting in horizontal boring all as specified. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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