OCN/DB-27/NIT No.-01/2021-22

Amount

Prov. Material for HT Line: - (Annex-A)

Prov. Steel Tubular Pole 11 Mtr. Long

Prov. RCC Muff

ACSR 6/1/4.72 mm2

X-Arms: [MS Channel Iron (100x50x5 mm), Length:1525 mm] x

[MS Angle Iron(50x50x5 mm), Length: 2 x 950 mm] x 10 No.

33 kV Pin Insulators (Porcelain, 36 kV, 10 kN):

Pole top Bracket (On single Pole Structure)

X-Bracing Set - MS Angle Iron: 50x50x5, Length [2700 mm x 2

X-Arm (Horizontal) - MS Channel Iron: 100X50x5, Length [3050 mm x 2 No.]

Discs insulator String sets on Dead End structures

33 kV Pin Insulators (Porcelain, 36 kV, 10 kN): 3 No per double

Stay set complete in all respect

Stay Wire (7/4.00 mm) (9.0 kg Per Stay Set)

HT Earthing set complete

Earth wire (GI, 6 SWG) {Includes 2 wire lengths and Additional

Eye Hook for earth wire

Earth Reel

MSAI 1800x50x50x6 mm

Nuts and Bolts of Various Sizes (Galvanised / Coated)

Half clamps: [On Double Pole structure: 4 No, On Single Pole

Barbed wire

Danger Plate (203X200X1.6 mm)

Aluminium Paint

Civil Work i.e. Site Develoment Protection Wall & PCC Wall

Earth work in rough excavation, banking excavated earth inblayers not exceeding 20 centimetres in depth, breaking clods, watering, rolling each layers with 1/2 tonne roller or wooden or steel rammers, and rolling evey 3rd and top most layer with power roller of minium 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks & guids banks or filling up ground depressions lead upto 50 metres and lift upto 1.50 metres in all kind of soil after laying of earthmat as per Design approved by the SE Design Hamirpur

Earth work in excavation by mechanical means (Hydraulic excavator )/Manual means over areas ( exceeding 30 centimetres in depth, 1.50 metres in width as well as or 10 square metres on plan) including getting out and disposal of surplus excavated soil as directed within a lead of 50- metres in all kinds of soil

Providing & laying cement concrete in retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain windows sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centring, shuttering & finishing 1 : 5 : 10 ( One cement : five coarse sand : ten graded stone aggregate 40 mm nominal size )

Centring & shuttering including strutting, propping etc. & removal of form work for retaining walls, return walls, walls ( any thickness ) including attached pilasters, buttresses, plinth & string courses fillets, kerbs & steps etc.

Providing & fixing on wall face unplasterised Rigid PVC rain water pipe conforming to IS;13592 Type-A, including jointing with seal ring conforming to IS: 5382, leaving 10 mm gap for thermal expansion, ( I ) Single socketed pipes 75 mm diameter for weep holes.

Earth work in excavation by mechanical means ( Hydraulic excavator )/Manual means in foundation trenches or drains ( not exceeding 1.50 metres in width or 10 square metres on plan) including dressing of sides & ramming of bottoms, lift upto 1.50 metres, including getting out the excavarted soil & disposal of surplus excavated soil as directed within a lead of 50- metres in all kinds of Soil.

Providing & laying in position cement concrete of specifuied grade excluding the cost of centring & shuttering-All work upto plinth level 1 : 4 : 8 ( One cement : four coarse sand : eight graded stone aggregate 40 mm nominal size )

Providing & laying in position cement concrete of specifuied grade excluding the cost of centring & shuttering-All work upto plinth level 1 : 3 : 6 ( One cement : three coarse sand : six graded stone aggregate 40 mm nominal size )

Centring & shuttering including strutting, propping etc. & removal of form work for retaining walls, return walls, walls ( any thickness ) including attached pilasters, buttresses, plinth & string courses fillets, kerbs & steps etc.

UTTARANCHAL FORGINGS INDUSTRY

VINAY ENTERPRISES