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| 1 | Excavation over areas, exceeding 1.5 m deep and not exceeding 3.0 m deep and getting out in soft/ loose soil complete all as specified and as directed. |
| 2 | M&L for Plain cement concrete 1:4:8 mix type D-2 using 40 mm crushed stone aggregates as in foundations filling and mass concrete all as specified and as directed. |
| 3 | M&L for steel reinforcement TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed. |
| 4 | Use and removal of steel form work to sides of concrete foundations, footings, bases for columns, raft and raft beams, sides and soffits of foundations and plinth beams and similar work rough finished surfaces vertical or to batter complete all as specified and as directed. |
| 5 | M&L for reinforced cement concrete M-30 design Mix with using 20 mm crushed stone aggregate as in footings, foundation beams, plinth beams, bases for columns etc and mass concrete complete all as specified and as directed. |
| 6 | Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil complete all as specified and as directed. |
| 7 | Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. |
| 8 | S&F Rolled mild steel work conforming to Fe-290 Gde E-165 as in joist, channel, angle or tee sections fixed independently, without connecting plates etc (cut to ordinary lengths i.e. within 20 mm of the lengths indicated) complete all as specified and as directed. |
| 9 | S&F Rolled mild steel work conforming to Fe-290 Gde E-165 as in plates (plain or chequered) channels, square cut or notched (ordinary or counter sunk) forming holes, without any attachments complete all as specified and as directed. |
| 10 | Fabrication of couping box as per para 5 of SOP (Figure No.07) as per details below:
a) MS Channel 250x80x6 mm (Size 1600x250x80x6MM) (LxBxHxT) for B1 Box - 02 Each
b) MS Channel 250x80x6 mm (Size 1430x250x80x6MM) (LxBxHxT) for B2 Box - 02 Each
c) MS Channel 250x80x6 mm (Size 2610x250x80x6MM) (LxBxHxT) for B3 Box - 04 Each
d) MS Angle 160x160x20 mm (Size 2000x160x160x20MM) (LxBASExHxT) for B4 Box - 04 Each |
| 11 | Supply of universal joint for locking of wings as per Figure No. 22 attached and as per details below:
Items / Material required for Fixing wing at 72 Degree
a) Technological Screw Jack (For fixing wing 72 Degree angle) - 02 Each
MS Road as per Drawing
b) MS Universal joint - 02 Each
MS Rod as per Drawing
c) MS Bolt (20x1.5) 3003A20-85 (D-20x1.5 Pitch x L-85MM) - 04 Each
d) MS Nut (20x1.5) 3315A-20 OR 3346-20 (ID-20x1.5 Pitch) - 04 Each
e) MS Washer 3404A-3-20-40 (T-3, ID-8, OD-16MM) -08 Each |
| 12 | Supply of all necessary gussets and plates from G1 to G7, P1 and P2 as per Annexure B para 5 of SOP (S.No. 1 to 17) Figure No. 07) as per details below:
a) MS Channel 250x80x6 mm (1600x250x80x6MM) (LxBxHxT) for B1 Box - 02 Each
b) MS Channel 250x80x6 mm (1430x250x80x6MM) (LxBxHxT) for B2 Box - 02 Each
c) MS Channel 250x80x6 mm (26100x250x80x6MM) (LxBxHxT) for B3 Box - 04 Each
d) MS Angle 160x160x20mm (2000x160x160x20MM) (LxBASExHxT) for B4 Box - 04 Each
e) MS Channel 150x75x6mm (904x150x75x6MM) (LxBxHxT) for C1 Channel - 04 Each
f) MS Channel 150x75x6mm (450x75x6MM) (LxBxHxT) for C2 Channel - 02 Each
g) MS Channel 150x75x6mm (480x150x75x6MM) (LxBxHxT) for C3 Channel - 02 Each
h) MS Plate 8MM (Gusset) (170x150x8MM) (LxBxT) (Figure No.11 G1) - 04 Each
j) MS Plate 8MM (Gusset) (170x150x8MM) (LxBxT) (Figure No.12 G2) - 04 Each
k) MS Plate 8MM (Gusset) (360x270x8MM) (LxBxT) (Figure No.13 G3) - 04 Each
l) MS Plate 8MM (Gusset) (250x250x8MM) (LxBxT) (Figure No.14 G4) - 04 Each
m) MS Plate 8MM (Gusset) (210x210x8MM) (LxBxT) (Figure No.15 G5) - 04 Each
n) MS Plate 8MM (Gusset) (160x160x8MM) (LxBxT) (Figure No.16 G6) - 02 Each
o) MS Plate 8MM (Gusset) (90x80x8MM) (LxBxT) (Figure No.17 G7) - 08 Each
p) MS Plate 10MM (395x200x10MM) (LxBxT) (Figure No.18 P2) - 02 Each
q) MS Plate 10MM (615x350x10MM) (LxBxT) (Figure No.19 P1) - 02 Each
r) MS Plate 4.5MM (615x350x4.5MM) (LxBxT) (Figure No.20 P1) - 02 Each |
| 13 | Fabrication and supply of Thrust bolt (for aircraft lifting) as per Figure No.6 and Figure No.22 attached. |
| 14 | S&F Mild Steel seamless pipe of Outer Dia (OD) 355.6 mm, 35.71 mm thickness and 6 m in length inserting by making a hole in 20 mm thick MS Plate and embedded in RCC complete as specified and as directed by Engr-in-charge. |
| 15 | S&F stainless steel nut, bolt and washers etc of any type and any size complete as specified and as directed as per details below:
a) Stainless steel Washer 3404A-2-12-24 (T-2,ID-12,OD-24MM) - 80 Each
b) Stainless Steel Nut 3315A-2-12(ID-12x1.5MM Pitch x L-60) - 40 Each
(19 mm hexagonal and Head width 7 mm)
c) Stainless Steel Bolt 3317A-2-12-34(D-12x1.5MM Pitch x L-60) - 40 Each
(19 mm hexagonal and Head width 7 mm)
d) Stainless Steel washer 3404A-2-10-20 (T-2,ID-10,OD-20MM) - 40 Each
e) Stainless Steel Nut 3315A-2-10(D-10x1.5 MM Pitch x L-60) - 30 Each
(17 mm Hexagonal and head width 7mm)
f) Stainless steel Bolt 3317A-10-40(D-10x1.5MM Ptich x L-40MM) - 30 Each
(17 mm Hexagonal and head width 7mm)
g) Stainless steel Bolt 3317A-8-40(D-8x1.5MM Ptich x L-40MM) - 20 Each
(12 mm Hexagonal and head width 5mm)
h) Stainless Steel Nut 3315A-8(D-8x1.25 MM Pitch) - 20 Each
(12 mm Hexagonal and head width 5mm)
j) Stainless Steel Washer 3404A-8-16(T-1, ID-8, OD-16MM) - 20 Each |
