Tender For Provn Of Chain Link Fencing Around Jco/Nco Md Accn Of 509 Army Base Wksp Bldg No T-04, T-05, T-06, T-07 And Sp-22, Sp-23, Sp-26, Sp-27 And Sp-30 At Gwl Rd And Provn Of Boundary Wall Alongwith Security Fencing And Security Light At Offrss M
Tender Value
38.88 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
19 days left
EMD
78000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Agra → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Chain Link Fencing Around Jco/Nco Md Accn Of 509 Army Base Wksp Bldg No T-04, T-05, T-06, T-07 And Sp-22, Sp-23, Sp-26, Sp-27 And Sp-30 At Gwl Rd And Provn Of Boundary Wall Alongwith Security Fencing And Security Light At Offrss Mess Of 29 Para (Sf) And 60 Para Fd Hosp (Sp-19) At Fmc Under Ge (East) Agra.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation of post holes each not exc 0.50 cum and getting out in soft and loose soils, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25 cm , watering and removing surplus soils to a distance not exc 50 m and making good surfaces complete all as specified and directed. |
| 2 | Supply only GI chain link fencing (Weight not less than 2.40Kg/Sqm) including line wires to any type of standards, rails, straining bolts, etc. complete all as specified and directed.Note :- (i) Line wire and flat iron will be measured and paid separately. (ii) BOO convey by accepting officer to workout the size with dia of wire and weight per Sqm. |
| 3 | Fixing only GI chain link fencing including line wires to any type of standards, rails, straining bolts, etc. including provission of flat iron for securing with post and taking down existing chain link fencing complete all as specified and directed.Note :- Line wire and flat iron will be measured and paid separately |
| 4 | S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fittedwith washers and one hexagonal or square nut exc 5cm but n exc 10cm long and 16 to 20 mm diameter of neck complete all as specified and directed. |
| 5 | S&F for MS framed work as in Gates including pintle hinges, stops, rolling wheets , MS Sheets , hand made sliding bolts,grill/gratings, as in sliding gates etc. side hung type confirming to Fe-410-O or Fe-310-O complete all as specified and directed. |
| 6 | S&F angle iron as in post and struts in fencing including embedding in concrete, cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., simillar work confirming to Fe-290 Gde E-165 complete all as specified and directed. |
| 7 | S&F of Mild steel round bars Fe 290 (Gde - E-165)10mm dia and over, cut to length, bent to shape required, including cranking, bending for support of chain link fencing complete all as specified and directed. |
| 8 | Surface excavation in soft/loose soil not exc 30 cm deep and average 15cm deep and getting out complete all as specified and directed. |
| 9 | M&L for brick work with sub class ‘B’ bricks old size, straight or curved on plan exc 6 M mean radius, built in CM 1:6 complete all as specified and directed |
| 10 | M&L for providing PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in coping, bands, plinth course, benching and other similar works including use and wast of necessary form work complete all as specified and directed. |
| 11 | M&L for 15mm thick rendering in CM 1:4 on brick or concrete surface finish the surface fair & even complete all as specified and directed. |
| 12 | Preparation of new steel surfaces of any description over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed |
| 13 | Preparation of new plastered surfaces of wall and applying two coat of cement based paint over a coat of primer complete all as specified and directed. |
| 14 | Excavation in trenches nexc 1.5m wide and nexc 1.5m in depth as in foundation etc as in soft/loose of soil complete all as specified and directed. |
| 15 | M&L for Cement concrete 1:4:8 type D2 (using 40mm graded aggregate for in foundations,filling and mass concrete complete all as specified and directed. |
| 16 | Returning filling in including spreading levelling watering and well ramming in layers nexc 25cm as in soil complete all as specified and directed. |
| 17 | Removing excavated material nexc 50m and depositing where directed at a level nexc 1.5m above the starting point with soil complete all as specified and directed. |
| 18 | M&L RCC M-25 (20mm graded stone aggregate) as in fdn, footing, plinth beam, base for column etc complete all as specified and directed. |
| 19 | M&L RCC M-25 (20mm graded stone aggregate) as in column etc complete all as specified and directed. |
| 20 | M&L form work to side/bottom of pillars post column bean slab square rectangular or polygonal required gap filler etc complete all as specified and directed. |
| 21 | S&F mild steel bars 10 mm dia and over (TMT) cut to length bent to shape required including cracking,bending spirally for hooping ends and binding with and including mild steel wire not less than 0.90 mm dia quality of steel conforming to Fe-410-0 or Fe-410-S complete all as specified and directed. |
| 22 | S&F mild steel bars 5 mm dia and over up to 10 mm dia in stirrups space and binders. (TMT) cut to length bent to shape required including cracking,bending spirally for hooping ends and binding with and including mild steel wire not less than 0.90 mm dia quality of steel complete all as specified and directed. |
| 23 | M&L for washed stone grit plaster on exterior walls in two layers , under layer 12mm th cement plaster 1:4 ( 1 cemant : 4 coarse sand ) furrowing the under layer with scratching tool , applying cement slurry on the under layer @ 3 Kg of cement per sqm , top layer 15 mm th cement plaster 1 :1 / 2 :2 ( 1 cement : 1/2 coarse sand : 2 stone chipping 10 mm nominal size ) in panels with groove all arround as per approved pattern incl. scrubbing and washing the top layer with brushes and water to expose the stone shipping complete all as specified and directed. |
| 24 | Forming groove of uniform size 15 mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens nailed to the under layer incl. removal of wooden battens, repair to the edges of panels and finishing the groove complete all as specified and directed. |
| 25 | Supply and laying DWC pipe double wall medium class, ISI Marked corrugated as in cable protection pipe of outer dia 90 mm including all fittings complete all as specified and directed. |
| 26 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor ISI marked confirming to IS 7098 Part-I of size 10 sq mm 4 core in trench/floor/on pole/wall, complete all as specified and directed. |
| 27 | S&F Rigid non-metallic PVC conduit of size 20 mm dia ISI marked heavy duty (fixing from junction box to street light on pole) for passing cable of size 2.5 Sqmm 2 Core, including clamps made out of MS flat 25x6 mm and necessary nut, bolts and washers, complete all as specified and directed. |
| 28 | Supply, fixing, installation , Testing and Commissiong Outdoor type cubicle Bus Bar aluminium Chamber 400 Amps for three phases, 4 wire IP-65 protection rupturing capacity at 415 volts , factory made having powder coating including necessary angle iron and PCC foundation of size as directed and earth work, complete all as specified and directed. |
| 29 | Supply, errecting fixing of steel tublar swaged pole (410 SP -31) 11 Mtr long, conforming to IS 2713 (Part - I and III) 1980 complete with cast iron base plate, pole cap / finial taper plug, bolts , nuts and washers, welded reduced section and longitudinal weld through out entire length of pole with and including 2 coats of black bituminous paint internally and externally upto planting depth and remaing exterior portion of pole finished with two coat of synthetic paint in 30 cm wide bands/strips around the poles alternetalty with black and red redium strips up to height of 1.5 Mtr from top of PCC coping of the pole and incuding writing pole No in 8 cm height letter with black enameled paint in a circle of 20 cm dia with base of synthetic enamelled paint ( Colour approved by GE) on pole at above top most band with and including necessary excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50 mtr PCC (1:4:8) type D-2 (using 40mm graded sand stone aggregate ) in the base and foundation upto ground level and PCC (1:3:6) type C-1 (using 20 mm graded black trap/granite/basalt stone aggregate) for coping as per TD drawing complete all as specified and directed. Note :- Cross arms, danger nptice board, anti climbing device shall be measured and paid separately. |
| 30 | Supply and fix junction/looping box polycarbonate alongwith clamps complete, pole mounted right hinged looping box of size 300mm x200mm x105mm with MCB SP 32 Amp capacity, aluminum bus bar-4 Nos fixed on ebonite insulator suitable capacity for 3 phase and neutral complete with necessary MS clamp made of 25 x3 mm MS flat, bolts, Nuts, washers etc for fixing to steel tubular /rail pole including all accessories. complete all as specified and directed. |
| 31 | Supplying and fixing 1100 volts grade heavy duty cable PVC insulated aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connections, 4 Sqmm one twin core cable flat or circular complete all as specified and directed. |
| 32 | M&L for earthing complete with galvanized earth plate electrode 600 x 600 x6mm thick burried directly in ground vertically to a depth not less than 2.25 M below normal ground level ) with top edge of the plate not less than 1.50 M below normal ground level , connected to and including galvanised iron strip 25x4mm dia as earth lead soldered and riveted to earth plate by means of nuts, bolts, check nuts & washers, of galvanized iron or steel with connected to test point and testing on completion including 32mm GI light grade pipe for earth strip protection from earth point to earth plate, including provn adequate quantity of charcoal dust mixed with 35 % common salt to a packed thickness of not less than 15 cm in alternate layers of charcoal and salt on all sides of earth plate with 20mm bore medium grade GI Pipe for watering,GI check nut, funnel and wire mesh with and including all necessary excavation & earth work in soft/loose soil, returning filling in, removal of surplus soil to a distance 50 metre,,PCC 1:3:6 type C-1 as in earth pit, 40 mm thick RCC cover using cement concrete 1:2:4 type B-1 reinforced with & including 8 mm dia mild steel TMT bar @ 100 mm c/c Both way with suitable handle for lifting arrangement & including form work complete all as specified and shown in electrical plate No 3 of MES SSR Part I 2009 complete all as specified and directed. Please Enable Macros to View BoQ information |
| 33 | M&L for earthing complete with galvanized earth plate electrode 600 x 600 x6mm thick burried directly in ground vertically to a depth not less than 2.25 M below normal ground level ) with top edge of the plate not less than 1.50 M below normal ground level , connected to and including galvanised iron strip 25x4mm dia as earth lead soldered and riveted to earth plate by means of nuts, bolts, check nuts & washers, of galvanized iron or steel with connected to test point and testing on completion including 32mm GI light grade pipe for earth strip protection from earth point to earth plate, including provn adequate quantity of charcoal dust mixed with 35 % common salt to a packed thickness of not less than 15 cm in alternate layers of charcoal and salt on all sides of earth plate with 20mm bore medium grade GI Pipe for watering,GI check nut, funnel and wire mesh with and including all necessary excavation & earth work in soft/loose soil, returning filling in, removal of surplus soil to a distance 50 metre,,PCC 1:3:6 type C-1 as in earth pit, 40 mm thick RCC cover using cement concrete 1:2:4 type B-1 reinforced with & including 8 mm dia mild steel TMT bar @ 100 mm c/c Both way with suitable handle for lifting arrangement & including form work complete all as specified and shown in electrical plate No 3 of MES SSR Part I 2009 complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 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