Section Iii(g)
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SECTION-III(G) TENDER NOTICE NO. TE-655/2009-10 For the Supply Of 8.5 mtr. long Pre Stressed Concrete Pole having working load 180Kg. conforming to IS: 1678-1998 with latest amendments GURANTEED TECHNICAL PARTICULARS OF 8.5 MTR. LONG PCC POLES Sno. 1 1.
PARTICULARS 2 Name of the Manufactuere
2. 3. 4. 5. 6. 7. 8. 9. a) b) 10.
Overall length of the pole Depth of Plantation Minimum Ultimate Traverse Load Weight of the pole in Kgs Factor of Safety Working Load applied at 300mm from top Volume of the pole in cubic meter Dimensions of pole Top Dimension Bottom Dimension Actual consumption / quantity of material used in manufacture of each PCC POLES Cement Aggregate
Mtr. Mtr. Kg.. Kg.
Sand Stone Chips HT Steel Wire a) Dia of Wire b) No. of wire c) Weight of Wire
Cft Cft
i) ii) iii) iv) v)
vi)
11. 12. a) b) c) 13. 14. i) ii) 15.
Other M.S. Reinforcement a) HT wire Rings b) HT Wire Hooks c) Weight of Steel Process adopted for compacting Earthing arrangement in each PCC Poles Length of GI Wire & SWG Weight of GI Wire No. of Galvanized Bolts, with 2 nuts & 3 washers Method of Prestrssing Concrete mix and cube strength after 72 Hours 28 days Are these supports suitable for use at angle points where stays are needed.
UNIT 3
Kg. Cubic Mtr.
DETAILS 4 Anand Industrial Enterprises (Pole Div.) 8.5 1.52 450 400 (approx.) Not less 2.5 180 0.1702175
mm mm
90 x 145 90 x 300
Kg.
110 1 : 2 : 3 (Cement : Corse Sand : Stone Chip) 2.85 5.50
mm No. Kg.
4 14 (12 full + 2 half length) 12 / 13 (Approx.) inclusive of wastage
mm Nos. Kg.
4 HT Wire bar total 12 nos. 2 0.500 (4 mm HT wire) By shutter vibration and curing by spray water / steam
Mtr. Kg. No.
8.2 0.75 2 (1at top & 1at bottom) By tensioning of HT wire through machine
Kg./Cum^2 Kg./Cum^2
245 450 YES, if properly used
PARTICULARS 2 Name of the Manufactuere
2. 3. 4. 5. 6. 7. 8. 9. a) b) 10.
Overall length of the pole Depth of Plantation Minimum Ultimate Traverse Load Weight of the pole in Kgs Factor of Safety Working Load applied at 300mm from top Volume of the pole in cubic meter Dimensions of pole Top Dimension Bottom Dimension Actual consumption / quantity of material used in manufacture of each PCC POLES Cement Aggregate
Mtr. Mtr. Kg.. Kg.
Sand Stone Chips HT Steel Wire a) Dia of Wire b) No. of wire c) Weight of Wire
Cft Cft
i) ii) iii) iv) v)
vi)
11. 12. a) b) c) 13. 14. i) ii) 15.
Other M.S. Reinforcement a) HT wire Rings b) HT Wire Hooks c) Weight of Steel Process adopted for compacting Earthing arrangement in each PCC Poles Length of GI Wire & SWG Weight of GI Wire No. of Galvanized Bolts, with 2 nuts & 3 washers Method of Prestrssing Concrete mix and cube strength after 72 Hours 28 days Are these supports suitable for use at angle points where stays are needed.
UNIT 3
Kg. Cubic Mtr.
DETAILS 4 Anand Industrial Enterprises (Pole Div.) 8.5 1.52 450 400 (approx.) Not less 2.5 180 0.1702175
mm mm
90 x 145 90 x 300
Kg.
110 1 : 2 : 3 (Cement : Corse Sand : Stone Chip) 2.85 5.50
mm No. Kg.
4 14 (12 full + 2 half length) 12 / 13 (Approx.) inclusive of wastage
mm Nos. Kg.
4 HT Wire bar total 12 nos. 2 0.500 (4 mm HT wire) By shutter vibration and curing by spray water / steam
Mtr. Kg. No.
8.2 0.75 2 (1at top & 1at bottom) By tensioning of HT wire through machine
Kg./Cum^2 Kg./Cum^2
245 450 YES, if properly used
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