Tender for BORDER SECURITY FORCE - NTID 29269798
BORDER SECURITY FORCE
Krishnanagar, West Bengal, India
NTID 29269798
- Opening Date : Fri 7th October, 2022
- Closing Date : Thu 6th October, 2022
- ₹ 426395.00
- NTID 29269798
Providing And Installation Of High Mast Border Flood Lights In Aor Of Bop Maluapara Of 54 Bn Bsf Under Shq Bsf Krishnanagar
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BOQ Items Total Items : 14 | Total Qty : 833.48
# | Item | Quantity | Units |
---|---|---|---|
1 | S.I.T.C of 16 Mtr high mast lighting Octagonal Pole complete with all accessories, made of hot dip Galvanished steel as per IS 4759/ IS 2629 and as per following technical specification : a) Number of segment -02, b) Top section, bottom section & Med section -3 mm thick , c )cross section of mast - 20 sided regular polygon d) metal protection - hot dip Galvanizing internally & externally e )Thickness of galvanization- 76 micron/above 600 gram per sqm f ) size of door opening- 1000mm x 300 mm , g) provision for cable terminal h) base plate dia-530 mm, i) base plate thickness- 16 mm j) Lighting protection- 1.2 m galvanized, single spike, k) No. Of longitudinal weld-1 or 2 l) length of overlap- 600 mm (approx), m) type of joint- slip stress fit n) P.C.D- 460 mm, o) Foundation bolt size- M24 x 750 mm p) No. of foundation bolt- 8 nos, q) size of anchor plate- 560 mm dia x 3mm thickness r) Dia of cable entry pipe (PVC) - 75 mm (client scope) s) Pully arrangement: for wire Rope-3 nos dia cast aluminium, for cable - 1nos t) Stopper arrangement for lantern ring, u) Dynamic loading- As per IS 875 (3sec Gust) v ) Gear box fixing arrangement, w) junction box Lantern carriage a) Material construction-IS 4923 Pipes (42 mm), b) Dia of lantern Ring- 1200 mm in two halves , c) No. Of luminaries- As per illumination design (max 8 nos) , d ) No of joint - 2, e) load carrying capacity- 750 kg f) Buffer arrangement- PVC Buffer Trailing cable a) conductor 4 core, 2.5 sqmm, copper, b) insulation - PCP sheathed, EPR coated round Winch & Power Tool a) No. Of drum of winch- 02, b) gear ratio- 50:1 self sustaining type , c) capacity - 350 Kg, d) method of operation - manual/ power , e) operating speed - 3mtr/min, f) lubrication arrangement- permanent oil bath g) type of lubricant- SAE 90/140 Power tools a) input supply - 3 ph., 415 Volt GI Wire Rope a) grade : dia -6mm, nos.- 3+2, b) breaking load - 2300 kg/rope,c) center core- GI , d) factor of safety- i) for wind load -1.25, ii) other load- 1.15 | 1 | No. |
2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqmm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soils | 17.5 | Cum |
3 | Cantering and shuttering including strutting propping etc and emoval of form work for Foundations, footings, bases of columns, etc. For mass concrete | 12.8 | Sqmm |
4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement- All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.75 | Cum |
5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.93 | Cum |
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