Installation of st light poles with LED fixtures at the request of VP for providing illumination for mardol ground under jurisdiction of SD III, Div X Ponda.

Material Cost

Supplying and filling in plinth under floors, trenches including watering, ramming, consolidating, dressing, complete (Dimesions : - 0.2*0.4*460)

Cudappa of size 600mm length x 250mm width and 1 and 1/4 inch thick and covered with earth/sand upto depth of 0.15 mts. Confirming to IS 1255-1967 at non-road crossing

Supply and Erection of XLPE cable armoured 4 C X 16sq.mm 1.1 KV Grade (FOR STREET LIGHT)

Compression type Aluminium tubulae terminal ends (lugs) of size 25sqmm (as per IS:8309/1976 Table 2) Aluminum crimping lugs shall conform to IS: 8309-1976 as amended upto date. Lugs shall be made of aluminium of grade 1E of IS 5082-1969 suitable for aluminium cables of following sizes: Tests as per IS shall be carried out at manufacturers work and test reports shall be furnished before supply of materials.

Earthing complete with 40mm GI Pipe, 2.5 mts long alongwith Batonite complete .

Supply and erection of GI Flat 25 x 5 mm.

S.E.T.C. of HDGI, 8.0mtr long Octagonal tapered Poles made out of 4mm thick plate (Top 70mm, Bottom 155mm) and having the following provisions and of make:- Bajaj Electrical Ltd. Transrail ,Hakke Industries Pvt. Ltd. and Utkarsh India Pvt. Ltd. a. Hot rolled stud plate confirming to grade S355JO. b. Base Plate steel of size 225 x 225mm, thickness 16mm confirming to IS226/IS2062. c. 1.5mts long single arm brackets HDGI, 3.25mm thick for mounting the fixture of outer diameter 40mm. d. 50mm dia HDPE pipe, PN-4, P-63 Grade 2.65mm for cable entry and exit (2 runs). e. Door opening of approx, length 500mm from the base plate.

1.5mts long double arm brackets HDGI, 3.25mm thick for mounting of outer diameter 40mm

Copper cable of size 2 core 1.5sq mm for LED fixtures.

Supply and erection of 3 phase 9KVA, Central Control and Monitering System (CCMS)Street light control pannel

Erection Cost

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areAs (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding As directed in : Hard Soil (Dimensions : - 0.9*0.4*460)

Cudappa of size 600mm length x 250mm width and 1 and 1/4 inch thick and covered with earth/sand upto depth of 0.15 mts. Confirming to IS 1255-1967 at non-road crossing

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth As directed by Engineer in Charge (Dimensions : -( 0.7*0.4*460)

Disposal of earth at a distance of 3000 mts (Dimensions : -( 0.2*0.4*460)

Supply and Erection of XLPE cable armoured 4 C X 16sq.mm 1.1 KV Grade (FOR STREET LIGHT)

Compression type Aluminium tubulae terminal ends (lugs) of size 25sqmm (as per IS:8309/1976 Table 2) Aluminum crimping lugs shall conform to IS: 8309-1976 as amended upto date. Lugs shall be made of aluminium of grade 1E of IS 5082-1969 suitable for aluminium cables of following sizes: Tests as per IS shall be carried out at manufacturers work and test reports shall be furnished before supply of materials.

Earthing complete with 40mm GI Pipe, 2.5 mts long alongwith Batonite complete .

S.E.T.C. of HDGI, 8.0mtr long Octagonal tapered Poles made out of 4mm thick plate (Top 70mm, Bottom 155mm) and having the following provisions and of make:- Bajaj Electrical Ltd. Transrail ,Hakke Industries Pvt. Ltd. and Utkarsh India Pvt. Ltd. a. Hot rolled stud plate confirming to grade S355JO. b. Base Plate steel of size 225 x 225mm, thickness 16mm confirming to IS226/IS2062. c. 1.5mts long single arm brackets HDGI, 3.25mm thick for mounting the fixture of outer diameter 40mm. d. 50mm dia HDPE pipe, PN-4, P-63 Grade 2.65mm for cable entry and exit (2 runs). e. Door opening of approx, length 500mm from the base plate.

Copper cable of size 2 core 1.5sq mm for LED fixtures.

LED lights (Equivalent to 130 watts) (Rs.118/- per watts)

Supply and erection of 3 phase 9KVA, Central Control and Monitering System (CCMS)Street light control pannel

Earthwork in excavation by mechanical means(hydraulicexcavator)/manual means in foundation pipeline trenches drain(not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavatede soil as directed within a lead of 50m a) All kinds of soil

Rubble packing with hard laterite stone under floors including watering, ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)excluding cost of centering , shuttering and finishing in: a) All works upto plinth level

Centering and shuttering including strutting, propping etc. and removal of fromwork for: a)Foundations, footings , bases for columns and mass concrete.

Providing TMT steel reinforcement bars (SAIL, TATA, VIZAG, JSW steel Ltd.)(Confiring to IS 1786 of 1986)for RCC work(conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floor along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

Providing and laying in position (1:11/2:3)reinforced cement concrete excluding the cost of centuring ,shuttering , finishing and reinforecement (1 cement : 1½ coarse sand :3 graded stone agg 20mm nominal size ) a)All works upto plinth level.

12mm cement plaster 1:4 (1 cement: 4 fine sand).

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth As directed by Engineer Incharge