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Supply Installation Testing Commissioning Of High Mast In Dicey Riverine Gap Of Bop Kassowal Fwd Of 10 Bn Bsf Under Shq Bsf Gurdaspur, gurdaspur-Punjab

Border Security Force-BSF has published Supply Installation Testing Commissioning Of High Mast In Dicey Riverine Gap Of Bop Kassowal Fwd Of 10 Bn Bsf Under Shq Bsf Gurdaspur. Submission Date for this Tender is 27-01-2022. Street Lighting Tenders in gurdaspur Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

30760415
Supply Installation Testing Commissioning Of High Mast In Dicey Riverine Gap Of Bop Kassowal Fwd Of 10 Bn Bsf Under Shq Bsf Gurdaspur
Open Tender
Indian
Punjab
gurdaspur
27-01-2022

Tender Details

Supply Installation Testing Commissioning Of High Mast In Dicey Riverine Gap Of Bop Kassowal Fwd Of 10 Bn Bsf Under Shq Bsf Gurdaspur

Key Value

Document Fees
INR 500 /-
EMD
INR 32073.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: SITC of HIGH MAST in dicey riverine gap ofBOP Kassowal Fwd of 10 Bn BSF under SHQ BSF Gurdaspur
Sl. No. Item Description
1SITC OF 16 mtr height 1. high mast structre. material construction :-BS EN 10025/IS 2062 , Thickness of material in top section-3 mm, bottom section-4 mm, cross section of Mast :-20 sided polygon, base dia-360 mm, top dia-150 mm, stress slip fit joints , lenght of overlap-1.5times the dia of insertion , Metal protection treatment- Hot galavnised as per IS 4759/ IS 2629 , Thickness of Galavanised -70 Mircron, Size of door opening at base mast-1200 mm x 250 mm, Size of base plate- dia-360 mm, Top dia- 150mmThickness-25 mm. 2. Dynamic loading as prevailing at site- maximum wind speed-(IS 875-1987) -180 Km/ph, number of foundation bolts-08 Nos, PCD of foundation bolts-460 mm, diameter of fondation bolts: M30, lenghth of fondation bolts: 850 mm. 3. Lantern carrage. Material of construction : 40 NB ERW class B- M.S. Pipe, Diameter of Latern carrage ring- 600 mm(ID), construction 09 Arm Welded, Number of Joints-02 segments, Load carrying capacity:- 09/12 Luminaire, Symmetrical . 4. Winch- number of Drum per Winch:-Double drum, Gear ration-50:1, Capacity- SWL 500 Kgs, Method of operation :-motor or manual, Lubricarion, :-self lubrication in permamnent oil Bath, Type of lubricant-:-SAE-90/ 140 . 5. Stainless steel wire ropeGarde- AISI 316, dia-6 mm, construction-7/19, Numer of SS rope- 3 Nos of 6 mm for latern carrage, 2 nos of 6 mm for double drum winch, Thimbles & ternminal- Provided, Breaking load Capacity:-2350 Kgs per ss wire rope. 6. Trailing cable a Type -flexible copper 5 core 2.5 sq mm, material- EPR insulated PCP shethed /PVC , Make- I.S Approved, brand, No 0f circuit-01, 7. Power Tool. Moadel- Integral, capacity-1.5 HP, Number of speed-single, Reversible type and Input suply 415 Volt.Make- Crompton Cat ref HM-16A-LM-ACC Material ofconstruction BSEN 10025 or equivalent specification phillips/Baja/valmont
2Providing and fixing 250 Watt LED floodlight made up of pressure die cast aluminum housing with toughened glass and high power LEDs and secondary lenseswith IP66 protection. Available in NB/MB/WB angles. System efficacy = 110/125/135 LPW. 10KV SPD included. for individual led suitable for specially design for border flood lights with suitable clamp nuts and bolts on existing HML poles Including tetsing, connection etc as required , Crompton make Model-LFLPI-250-CDL/60-M or equivalent makeinPhilips/ Wipro or equivalent approved by CPWD BFL Division Punjab.
3PITCof outdoor type joint box dust & vermin proof compartmentalized type made out of 2mm thick CRCA sheet of size 0.5x0.5x.3 mtr with reinforcement compression typer gasket gland platE ,duly appoxy based poweder coated from inside & outsidestand mounted feeder pillar with 100A TPN bus bar Laminated in the centre & mounting base suitable for 415 volt 3 phase 50 Hz AC supply
4Earth work in excavation by mechanically means (Hydraulicexcavator)/manual means over areas(exceeding 30 cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil.
5Centering& shuttering i/c sturring, propping etc and removal of form work for foundations & footings for Foundations, footings, bases of columns, etc. for mass concrete.
6Providing and laying in position specified grade of reinforcedcement concerte, excludilng the cost of centering ,shuttering, finishing and reinforcement-all work up to plinth level:1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)
7Steel reinforcement for R.C.C. work including straightening , cutting, bending, placing in position and binding all complete above plinth level.(Thermo Mechanically Treated bars. LS 80 KG/CUM OF RCC.
8Providing, driving with hydraulic piling rigs with power units andinstalling driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap)500mm dia piles.
9Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories,and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
10Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required
11Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
12Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required (a) 63 mm dia (OD-63 mm & ID-51 mm nominal)
13Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required (a) Above 35 sq. mm and upto 95 sq. mm
14Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. (a) Above 35 sq. mm and upto 95 sq. mm
15Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required(a) 3½ X 70 sq. mm
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