Directorate Of Urban Local Bodies Tender
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Costs
EMD
₹ 2,47,960Document Cost
₹ 10,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2024_HRY_405636_1Bid Award Id
ViewTender No
2024C01278FC 1242 4407 8901 7B8B1AFB82AF323ULBTender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
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Documents
BOQ Items
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[24.4.2.1]STREET LIGHT 2.1. Supply and erection of GI bracket made of 32 mm dia medium class GI pipe, having 15 deg angle from horizontal, suitable for fixing on top of
Street Light pole 60 cm long
430
414
178020
... More
[24.4.4.2]STREET LIGHT 4.2. Erection of street light fitting on the pole including the cost of petty material required (irrespective of height/length of bracket) At Pole above 4.5 metres but up to the height of 7 metres
425
107
45475
... More
[24.4.4.3]STREET LIGHT 4.3. Erection of street light fitting on the pole including the cost of petty material required (irrespective of height/length of bracket) At Pole above 7 metres but up to the height of 9 metres.
500
121
60500
... More
[24.4.8.7]STREET LIGHT 8.7. Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32
A four way connector 2 no 10 A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1
Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 9 Metre Long pole with top dia 100 mm and bottom 200 mm with base plate of size 350 x 350 x 20 mm.
230
25028
5756440
... More
[4.16.1.4]Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1.4. Pipes, cables etc, exceeding 600 mm dia but not exceeding 900 mm dia.
400
211
84400
... More
[7.23.1]Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1:6 (1 cement : 6
coarse sand) : 1. With non-modular bricks
23.92
4500
107640
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