Tender For Erection Of 05 Nos D/C Towers Along With Allied Works For Permanent Restoration Of Sub Transmission Line Infrasturucture Affected Due To Incessant Rainfall & Floods In District, Kathua., Kathua-Jammu And Kashmir

TDR : 55315828

Tender Notice
BOQ

23 Days Left

Kathua , Jammu And Kashmir

Tender Brief : Tender For Erection Of 05 Nos D/C Towers Along With Allied Works For Permanent Restoration Of Sub Transmission Line Infrasturucture Affected Due To Incessant Rainfall & Floods In District, Kathua.

Document Fees
₹ 5000 /-

EMD
₹ 632000.0 /-

Tender Value
₹ 3.16 Crore /-

Submission Date
25-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Erection of two nos D+18 Type Double Circuit Towers for 33 KV crossing across Bheeni River in respect of Sub Transmission Division Kathua at Billawer
2	SITC of Material for erection of 02 Nos.Double Circuit D+18 type towers
3	SITC of Superstructure
4	SITC of Stubs
5	SITC of Tower Accessories
6	SITC of Danger Plates 1 No Per Tower
7	SITC of Phase Plates 3 No Per Tower for S/C
8	SITC of Number Plates 1 No Per Tower
9	Anti Climbing Devices 1 No Per Tower
10	SITC of Earthing of Towers
11	PlateType Hot dipped galvanized 600mmx600mmx6mmthick plate welded with GI Strips for earthing of size 50mmX6mm for connection of VCB Panel as per IS2629/85, GI Nuts and bolts,refilled with good earth, charcoal dust, salt, etc inside the Pit as per the direction of site engineer, enhancement material and earth chamber made of brick masonar with RCC slab coverwith 8.36 cum earth work
12	Counter Poise with 43.2 cum earth work
13	Welding of Nut & bolts upto first two storeys
14	SITC of 200 mm² ACSR Conductor, for 3-spans including one across the river(Double Circuit) and 02 adjacent spans(Single Circuit) on both sides of towers (a) Aluminum=30/3 mm(b) Steel=7/3 mm Overall dia 21mm.Approximate Wt 976Kg/Km Ultimate breaking Load=89.67 KN;including 1.5%sag and jumpering and Anchoring of towers including dismantling arrangments etc.
15	SITC of Conductor Accessories including their loading / unloading and carriage ,loading/unloading of stringing equipment like compressor, turn table ,four sheeve pulleys,rollers etc
16	Mid Span Joints
17	Vibration Dampers 2 No/Phase/Tower
18	Compression type Repair Sleeves For Conductor 9 No / Km for D/C
19	Aluminium Tape 1 No Per Km Of Line
20	Fixing of bird guard
21	Erection of anticlimbing devices
22	Route clearance/jungle clearance/branch cutting of 50% of area falling under conductors of double
23	SITC of Earth Wire Accessoreis
24	7/3.25 mm GS Earth wire
25	Mid Span Joints 2No/Km
26	Vibration Dampers 2 No / Tower
27	Suspension Clamps S/C
28	Tension Clamps S/C
29	SITC of Insulators, their loading / unloading , carriage and stacking etc
30	Disc Insulators 120 KN/90 KN Porcelain type, Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.
31	SITC of Hardware fittings for conductor,their loading / unloading , carriage and stacking etc
32	Single Suspension Fittings for panther shall have minimum failing load of 50% ultimate strength of bundle conductors with Forged Steel Hanger free center type without bolt only having slipping strength 15% of ultimate strength of conductor.The ball and socket designation must be 16 mm
33	Single Tension Fittings for panther shall have minimum failing load of 100% ultimate strength of Bundle cnductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm.
34	Double Tension Fittings
35	Double Suspension Fittings
36	Misc. items
37	Tag welding of towers
38	Spares i.e disc fittings,disc insulators and allied accessories
39	SITC of Foundations & Stub Settings of D+18 type Towers
40	Excavation of foundation pits
41	30% dense/hard/muddy soil
42	70% in disinteg. or soft rock
43	Disposal of excavated soil within 25 mtrs
44	Bending, fixing and binding of reinforce.
45	Concreting of tower foundation.
46	Stub setting of tower foundations
47	Form work of steel shuttering.
48	Coping & curring of tower foundations
49	Laying of dry stone solling.
50	Back filling
51	Manaul carriage of constructional material at an average of 1.0 Km.
52	Sand (0.45 of concrete vol.)+5% wastage for plain and 10% for hilly & semi hilly terrains
53	Bajree (0.90 of concrete vol)+5% wastage for plain and 10% for hilly & semi hilly terrains
54	Good earth 1.00 km lead
55	Cement (average lead 1.0 km)
56	Form boxes
57	T&P accessories
58	Steel for reinforcement
59	Cost of constructional material
60	Cement
61	Reinfrocement steel
62	Bajree
63	Good earth
64	SITC CONSTRUCTION OF STONE MASONRY PROTECTION WALL AROUND TRANSMISSION LINE TOWER FOUNDATIONS
65	Earth work in bulk exacavation by manual means over areas incl. disposal of excavated earth lead up to 50 m and lift up to 1.5 m
66	Providing & laying in position cement concrete . All work upto plinth level in 1:4:8 aggregate 40mm nominal size (curshed stone) (Mud Mat)
67	Random Rubble masonary with hard stone from quarry in foundation & plinth( 1 cement : 6 coarse Sand :12 grade stone aggreage 20 mm nominal size ) at plinth level.
68	Providing & laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement :2 course sand :4 graded stone aggregate 20mm niminal size (crushed)
69	Earth filling in plinth, sides of foundations etc.in layers not exceeding 20cm in depth consolidating each disposed layer by ramming and watering
70	Carriage of materials by Mechnical Transport average lead 20KM
71	Stone
72	Aggregates 40mm size
73	Aggregate 20mm size
74	Earth
75	Cement
76	Carriage of materials by head load from unloading site average lead 1.50 KM
77	Stone
78	Aggregates 40mm size
79	Aggregate 20mm size
80	Earth
81	Cement
82	Supply, Installation, Testing & Commissioning of 4 Pole Structure on 16 Meters ST Poles including erection of ST Poles, Cement Bottoming, Fabrication and fixing of G.I Channel, Angle and Flat of required sizes, Painting of the poles and other associated material with Red Oxide and Aluminium Paint, Earthing of the 4-Pole Structure , Fixing of Danger Plates, Anti climbing Devices, Galvanised Stay Set and all other associated works like fixing of suspension/tension fitting strings, stringing of conductor including cost of conductor etc , Complete Job in all respects, as per the directions of the site engineer and as per site requirements.
83	Survey & check survey including soil investigation, soil classification, profiling tower spotting data, tower type, tower foundation, tower protection wall and etc
84	Erection of two nos D+18 Type Double Circuit Towers for 33 KV crossing across Ujh River in respect of Sub Transmission Division Kathua at Billawer
85	SITC of Material for erection of 02 Nos. Double Circuit D+18 type towers
86	SITC of Superstructure
87	SITC of Stubs
88	SITC of Tower Accessories
89	SITC of Danger Plates 1 No Per Tower
90	SITC of Phase Plates 3 No Per Tower for S/C
91	SITC of Number Plates 1 No Per Tower
92	Anti Climbing Devices 1 No Per Tower
93	SITC of Earthing of Towers
94	PlateType Hot dipped galvanized 600mmx600mmx6mmthick plate welded with GI Strips for earthing of size 50mmX6mm for connection of VCB Panel as per IS2629/85, GI Nuts and bolts,refilled with good earth, charcoal dust, salt, etc inside the Pit as per the direction of site engineer, enhancement material and earth chamber made of brick masonar with RCC slab coverwith 8.36 cum earth work
95	Counter Poise with 43.2 cum earth work
96	Welding of Nut & bolts upto first two stories
97	SITC of 200 mm² ACSR Conductor, for 3-spans including one across the river(Double Circuit) and 02 adjacent spans(Single Circuit) on both sides of towers (a) Aluminum=30/3 mm(b) Steel=7/3 mm Overall dia 21mm.Approximate Wt 976Kg/Km Ultimate breaking Load=89.67 KN;including 1.5%sag and jumpering and Anchoring of towers including dismantling arrangments etc.
98	SITC of Conductor Accessories including their loading / unloading and carriage ,loading/unloading of stringing equipment like compressor, turn table ,four sheeve pulleys,rollers etc
99	Mid Span Joints
100	Vibration Dampers 2 No/Phase/Tower
101	Compression type Repair Sleeves For Conductor 9 No / Km for D/C
102	Aluminium Tape 1 No Per Km Of Line
103	Fixing of bird guard
104	Erection of anticlimbing devices
105	Route clearance/jungle clearance/branch cutting of 50% of area falling under conductors of double
106	SITC of Earth Wire Accessoreis
107	7/3.25 mm GS Earth wire
108	Mid Span Joints 2No/Km
109	Vibration Dampers 2 No / Tower
110	Suspension Clamps S/C
111	Tension Clamps S/C
112	SITC of Insulators, their loading / unloading , carriage and stacking etc
113	ii.Disc Insulators 120 KN/90 KN Porcelain type, Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.
114	SITC of Hardware fittings for conductor,their loading / unloading , carriage and stacking etc
115	Single Suspension Fittings for panther shall have minimum failing load of 50% ultimate strength of bundle conductors with Forged Steel Hanger free center type without bolt only having slipping strength 15% of ultimate strength of conductor.The ball and socket designation must be 16 mm.
116	Single Tension Fittings for panther shall have minimum failing load of 100% ultimate strength of Bundle cnductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm.
117	Double Tension Fittings
118	Double Suspension Fittings
119	Misc. items
120	Tag welding of towers
121	Spares i.e disc fittings,disc insulators and allied accessories
122	SITC of Foundations & Stub Settings of D+18 Type Towers
123	Excavation of foundation pits
124	30% dense/hard/muddy soil
125	70% in disinteg. or soft rock
126	Disposal of excavated soil within 25 mtrs
127	Bending, fixing and binding of reinforce.
128	Concreting of tower foundation.
129	Stub setting of tower foundations
130	Form work of steel shuttering.
131	Coping & curring of tower foundations
132	Laying of dry stone solling.
133	Back filling
134	Manaul carriage of constructional material at an average of 1.0 Km.
135	Sand (0.45 of concrete vol.)+5% wastage for plain and 10% for hilly & semi hilly terrains
136	Bajree (0.90 of concrete vol)+5% wastage for plain and 10% for hilly & semi hilly terrains
137	Good earth 1.00 km lead
138	Cement (average lead 1.0 km)
139	Form boxes
140	T&P accessories
141	Steel for reinforcement
142	Cost of constructional material
143	Cement
144	Reinfrocement steel
145	Bajree
146	Good earth
147	SITC CONSTRUCTION OF STONE MASONRY PROTECTION WALL AROUND TRANSMISSION LINE TOWER FOUNDATIONS
148	Earth work in bulk exacavation by manual means over areas incl. disposal of excavated earth lead up to 50 m and lift up to 1.5 m
149	Providing & laying in position cement concrete . All work upto plinth level in 1:4:8 aggregate 40mm nominal size (curshed stone) (Mud Mat)
150	Random Rubble masonary with hard stone from quarry in foundation & plinth( 1 cement : 6 coarse Sand :12 grade stone aggreage 20 mm nominal size ) at plinth level.
151	Providing & laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement :2 course sand :4 graded stone aggregate 20mm niminal size (crushed)
152	Earth filling in plinth, sides of foundations etc.in layers not exceeding 20cm in depth consolidating each disposed layer by ramming and watering
153	Carriage of materials by Mechnical Transport average lead 20KM
154	Stone
155	Aggregates 40mm size
156	Aggregate 20mm size
157	Earth
158	Cement
159	Carriage of materials by head load from unloading site average lead 1.50 KM
160	Stone
161	Aggregates 40mm size
162	Aggregate 20mm size
163	Earth
164	Cement
165	Supply, Installation, Testing & Commissioning of 4 Pole Structure on 16 Meters ST Poles including erection of ST Poles, Cement Bottoming, Fabrication and fixing of G.I Channel, Angle and Flat of required sizes, Painting of the poles and other associated material with Red Oxide and Aluminium Paint, Earthing of the 4-Pole Structure , Fixing of Danger Plates, Anti climbing Devices, Galvanised Stay Set and all other associated works like fixing of suspension/tension fitting strings, stringing of conductor including cost of conductor etc , Complete Job in all respects, as per the directions of the site engineer and as per site requirements.
166	Survey & check survey including soil investigation, soil classification, profiling tower spotting data,tower type, tower foundation, tower protection wall and etc
167	Erection of one no B+6 Type Double Circuit Tower for 66 KV crossing across Sahar Khad in respect of Sub Transmission Division Kathua near Kalibari Kathua
168	SITC of Material for erection of 01 No. Double Circuit B+6 type tower
169	SITC of Superstructure
170	SITC of Stubs
171	SITC of Tower Accessories
172	SITC of Danger Plates 1 No Per Tower
173	SITC of Phase Plates 3 No Per Tower for S/C
174	SITC of Number Plates 1 No Per Tower
175	Anti Climbing Devices 1 No Per Tower
176	SITC of Earthing of Towers
177	PlateType Hot dipped galvanized 600mmx600mmx6mmthick plate welded with GI Strips for earthing of size 50mmX6mm for connection of VCB Panel as per IS2629/85, GI Nuts and bolts,refilled with good earth, charcoal dust, salt, etc inside the Pit as per the direction of site engineer, enhancement material and earth chamber made of brick masonar with RCC slab coverwith 8.36 cum earth work
178	Counter Poise with 43.2 cum earth work
179	Welding of Nut & bolts upto first two stories
180	SITC of 100 mm² ACSR Conductor, for 2-spans including one across the river(Single Circuit) and other one (Single Circuit) on another direction of proposed tower
181	SITC of Conductor Accessories including their loading / unloading and carriage ,loading/unloading of stringing equipment like compressor, turn table ,four sheeve pulleys,rollers etc
182	Mid Span Joints
183	Vibration Dampers 2 No/Phase/Tower
184	Compression type Repair Sleeves For Conductor 9 No / Km for D/C
185	Aluminium Tape 1 No Per Km Of Line
186	Fixing of bird guard
187	Erection of anticlimbing devices
188	Route clearance/jungle clearance/branch cutting of 50% of area falling under conductors of double
189	SITC of Earth Wire Accessoreis
190	7/3.25 mm GS Earth wire
191	Mid Span Joints 2No/Km
192	Vibration Dampers 2 No / Tower
193	Suspension Clamps S/C
194	Tension Clamps S/C
195	SITC of Insulators, their loading / unloading , carriage and stacking etc
196	ii.Disc Insulators 120 KN/90 KN Porcelain type, Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.
197	SITC of Hardware fittings for conductor,their loading / unloading , carriage and stacking etc
198	Single Suspension Fittings for panther shall have minimum failing load of 50% ultimate strength of bundle conductors with Forged Steel Hanger free center type without bolt only having slipping strength 15% of ultimate strength of conductor.The ball and socket designation must be 16 mm.
199	Single Tension Fittings for panther shall have minimum failing load of 100% ultimate strength of Bundle cnductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm.
200	Double Tension Fittings
201	Double Suspension Fittings
202	Misc. items
203	Tag welding of towers
204	Spares i.e disc fittings,disc insulators and allied accessories
205	SITC of Foundations & Stub Setting of B+6 type Tower
206	Excavation of foundation pits
207	30% dense/hard/muddy soil
208	70% in disinteg. or soft rock
209	Disposal of excavated soil within 25 mtrs
210	Bending, fixing and binding of reinforce.
211	Concreting of tower foundation.
212	Stub setting of tower foundations
213	Form work of steel shuttering.
214	Coping & curring of tower foundations
215	Laying of dry stone solling.
216	Back filling
217	Manaul carriage of constructional material at an average of 1.0 Km.
218	Sand (0.45 of concrete vol.)+5% wastage for plain and 10% for hilly & semi hilly terrains
219	Bajree (0.90 of concrete vol)+5% wastage for plain and 10% for hilly & semi hilly terrains
220	Good earth 1.00 km lead
221	Cement (average lead 1.0 km)
222	Form boxes
223	T&P accessories
224	Steel for reinforcement
225	Cost of constructional material
226	Cement
227	Reinfrocement steel
228	Bajree
229	Good earth
230	SITC CONSTRUCTION OF STONE MASONRY PROTECTION WALL AROUND TRANSMISSION LINE TOWER FOUNDATIONS
231	Earth work in bulk exacavation by manual means over areas incl. disposal of excavated earth lead up to 50 m and lift up to 1.5 m
232	Providing & laying in position cement concrete . All work upto plinth level in 1:4:8 aggregate 40mm nominal size (curshed stone) (Mud Mat)
233	Random Rubble masonary with hard stone from quarry in foundation & plinth( 1 cement : 6 coarse Sand :12 grade stone aggreage 20 mm nominal size ) at plinth level.
234	Providing & laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement :2 course sand :4 graded stone aggregate 20mm niminal size (crushed)
235	Earth filling in plinth, sides of foundations etc.in layers not exceeding 20cm in depth consolidating each disposed layer by ramming and watering.
236	Carriage of materials by Mechnical Transport average lead 20KM
237	Stone
238	Aggregates 40mm size
239	Aggregate 20mm size
240	Earth
241	Cement
242	Carriage of materials by head load from unloading site average lead 1.50 KM
243	Stone
244	Aggregates 40mm size
245	Aggregate 20mm size
246	Earth
247	Cement
248	Survey & check survey including soil investigation, soil classification, profiling tower spotting data, tower type,tower foundation, tower protection wall and etc Please Enable Macros to View BoQ information

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Tender For Erection Of 05 Nos D/C Towers Along With Allied Works For Permanent Restoration Of Sub Transmission Line Infrasturucture Affected Due To Incessant Rainfall & Floods In District, Kathua., Kathua-Jammu And Kashmir

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Sl. No.	Item Description
1	Erection of two nos D+18 Type Double Circuit Towers for 33 KV crossing across Bheeni River in respect of Sub Transmission Division Kathua at Billawer
2	SITC of Material for erection of 02 Nos.Double Circuit D+18 type towers
3	SITC of Superstructure
4	SITC of Stubs
5	SITC of Tower Accessories
6	SITC of Danger Plates 1 No Per Tower
7	SITC of Phase Plates 3 No Per Tower for S/C
8	SITC of Number Plates 1 No Per Tower
9	Anti Climbing Devices 1 No Per Tower
10	SITC of Earthing of Towers
11	PlateType Hot dipped galvanized 600mmx600mmx6mmthick plate welded with GI Strips for earthing of size 50mmX6mm for connection of VCB Panel as per IS2629/85, GI Nuts and bolts,refilled with good earth, charcoal dust, salt, etc inside the Pit as per the direction of site engineer, enhancement material and earth chamber made of brick masonar with RCC slab coverwith 8.36 cum earth work
12	Counter Poise with 43.2 cum earth work
13	Welding of Nut & bolts upto first two storeys
14	SITC of 200 mm² ACSR Conductor, for 3-spans including one across the river(Double Circuit) and 02 adjacent spans(Single Circuit) on both sides of towers (a) Aluminum=30/3 mm(b) Steel=7/3 mm Overall dia 21mm.Approximate Wt 976Kg/Km Ultimate breaking Load=89.67 KN;including 1.5%sag and jumpering and Anchoring of towers including dismantling arrangments etc.
15	SITC of Conductor Accessories including their loading / unloading and carriage ,loading/unloading of stringing equipment like compressor, turn table ,four sheeve pulleys,rollers etc
16	Mid Span Joints
17	Vibration Dampers 2 No/Phase/Tower
18	Compression type Repair Sleeves For Conductor 9 No / Km for D/C
19	Aluminium Tape 1 No Per Km Of Line
20	Fixing of bird guard
21	Erection of anticlimbing devices
22	Route clearance/jungle clearance/branch cutting of 50% of area falling under conductors of double
23	SITC of Earth Wire Accessoreis
24	7/3.25 mm GS Earth wire
25	Mid Span Joints 2No/Km
26	Vibration Dampers 2 No / Tower
27	Suspension Clamps S/C
28	Tension Clamps S/C
29	SITC of Insulators, their loading / unloading , carriage and stacking etc
30	Disc Insulators 120 KN/90 KN Porcelain type, Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.
31	SITC of Hardware fittings for conductor,their loading / unloading , carriage and stacking etc
32	Single Suspension Fittings for panther shall have minimum failing load of 50% ultimate strength of bundle conductors with Forged Steel Hanger free center type without bolt only having slipping strength 15% of ultimate strength of conductor.The ball and socket designation must be 16 mm
33	Single Tension Fittings for panther shall have minimum failing load of 100% ultimate strength of Bundle cnductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm.
34	Double Tension Fittings
35	Double Suspension Fittings
36	Misc. items
37	Tag welding of towers
38	Spares i.e disc fittings,disc insulators and allied accessories
39	SITC of Foundations & Stub Settings of D+18 type Towers
40	Excavation of foundation pits
41	30% dense/hard/muddy soil
42	70% in disinteg. or soft rock
43	Disposal of excavated soil within 25 mtrs
44	Bending, fixing and binding of reinforce.
45	Concreting of tower foundation.
46	Stub setting of tower foundations
47	Form work of steel shuttering.
48	Coping & curring of tower foundations
49	Laying of dry stone solling.
50	Back filling
51	Manaul carriage of constructional material at an average of 1.0 Km.
52	Sand (0.45 of concrete vol.)+5% wastage for plain and 10% for hilly & semi hilly terrains
53	Bajree (0.90 of concrete vol)+5% wastage for plain and 10% for hilly & semi hilly terrains
54	Good earth 1.00 km lead
55	Cement (average lead 1.0 km)
56	Form boxes
57	T&P accessories
58	Steel for reinforcement
59	Cost of constructional material
60	Cement
61	Reinfrocement steel
62	Bajree
63	Good earth
64	SITC CONSTRUCTION OF STONE MASONRY PROTECTION WALL AROUND TRANSMISSION LINE TOWER FOUNDATIONS
65	Earth work in bulk exacavation by manual means over areas incl. disposal of excavated earth lead up to 50 m and lift up to 1.5 m
66	Providing & laying in position cement concrete . All work upto plinth level in 1:4:8 aggregate 40mm nominal size (curshed stone) (Mud Mat)
67	Random Rubble masonary with hard stone from quarry in foundation & plinth( 1 cement : 6 coarse Sand :12 grade stone aggreage 20 mm nominal size ) at plinth level.
68	Providing & laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement :2 course sand :4 graded stone aggregate 20mm niminal size (crushed)
69	Earth filling in plinth, sides of foundations etc.in layers not exceeding 20cm in depth consolidating each disposed layer by ramming and watering
70	Carriage of materials by Mechnical Transport average lead 20KM
71	Stone
72	Aggregates 40mm size
73	Aggregate 20mm size
74	Earth
75	Cement
76	Carriage of materials by head load from unloading site average lead 1.50 KM
77	Stone
78	Aggregates 40mm size
79	Aggregate 20mm size
80	Earth
81	Cement
82	Supply, Installation, Testing & Commissioning of 4 Pole Structure on 16 Meters ST Poles including erection of ST Poles, Cement Bottoming, Fabrication and fixing of G.I Channel, Angle and Flat of required sizes, Painting of the poles and other associated material with Red Oxide and Aluminium Paint, Earthing of the 4-Pole Structure , Fixing of Danger Plates, Anti climbing Devices, Galvanised Stay Set and all other associated works like fixing of suspension/tension fitting strings, stringing of conductor including cost of conductor etc , Complete Job in all respects, as per the directions of the site engineer and as per site requirements.
83	Survey & check survey including soil investigation, soil classification, profiling tower spotting data, tower type, tower foundation, tower protection wall and etc
84	Erection of two nos D+18 Type Double Circuit Towers for 33 KV crossing across Ujh River in respect of Sub Transmission Division Kathua at Billawer
85	SITC of Material for erection of 02 Nos. Double Circuit D+18 type towers
86	SITC of Superstructure
87	SITC of Stubs
88	SITC of Tower Accessories
89	SITC of Danger Plates 1 No Per Tower
90	SITC of Phase Plates 3 No Per Tower for S/C
91	SITC of Number Plates 1 No Per Tower
92	Anti Climbing Devices 1 No Per Tower
93	SITC of Earthing of Towers
94	PlateType Hot dipped galvanized 600mmx600mmx6mmthick plate welded with GI Strips for earthing of size 50mmX6mm for connection of VCB Panel as per IS2629/85, GI Nuts and bolts,refilled with good earth, charcoal dust, salt, etc inside the Pit as per the direction of site engineer, enhancement material and earth chamber made of brick masonar with RCC slab coverwith 8.36 cum earth work
95	Counter Poise with 43.2 cum earth work
96	Welding of Nut & bolts upto first two stories
97	SITC of 200 mm² ACSR Conductor, for 3-spans including one across the river(Double Circuit) and 02 adjacent spans(Single Circuit) on both sides of towers (a) Aluminum=30/3 mm(b) Steel=7/3 mm Overall dia 21mm.Approximate Wt 976Kg/Km Ultimate breaking Load=89.67 KN;including 1.5%sag and jumpering and Anchoring of towers including dismantling arrangments etc.
98	SITC of Conductor Accessories including their loading / unloading and carriage ,loading/unloading of stringing equipment like compressor, turn table ,four sheeve pulleys,rollers etc
99	Mid Span Joints
100	Vibration Dampers 2 No/Phase/Tower
101	Compression type Repair Sleeves For Conductor 9 No / Km for D/C
102	Aluminium Tape 1 No Per Km Of Line
103	Fixing of bird guard
104	Erection of anticlimbing devices
105	Route clearance/jungle clearance/branch cutting of 50% of area falling under conductors of double
106	SITC of Earth Wire Accessoreis
107	7/3.25 mm GS Earth wire
108	Mid Span Joints 2No/Km
109	Vibration Dampers 2 No / Tower
110	Suspension Clamps S/C
111	Tension Clamps S/C
112	SITC of Insulators, their loading / unloading , carriage and stacking etc
113	ii.Disc Insulators 120 KN/90 KN Porcelain type, Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.
114	SITC of Hardware fittings for conductor,their loading / unloading , carriage and stacking etc
115	Single Suspension Fittings for panther shall have minimum failing load of 50% ultimate strength of bundle conductors with Forged Steel Hanger free center type without bolt only having slipping strength 15% of ultimate strength of conductor.The ball and socket designation must be 16 mm.
116	Single Tension Fittings for panther shall have minimum failing load of 100% ultimate strength of Bundle cnductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm.
117	Double Tension Fittings
118	Double Suspension Fittings
119	Misc. items
120	Tag welding of towers
121	Spares i.e disc fittings,disc insulators and allied accessories
122	SITC of Foundations & Stub Settings of D+18 Type Towers
123	Excavation of foundation pits
124	30% dense/hard/muddy soil
125	70% in disinteg. or soft rock
126	Disposal of excavated soil within 25 mtrs
127	Bending, fixing and binding of reinforce.
128	Concreting of tower foundation.
129	Stub setting of tower foundations
130	Form work of steel shuttering.
131	Coping & curring of tower foundations
132	Laying of dry stone solling.
133	Back filling
134	Manaul carriage of constructional material at an average of 1.0 Km.
135	Sand (0.45 of concrete vol.)+5% wastage for plain and 10% for hilly & semi hilly terrains
136	Bajree (0.90 of concrete vol)+5% wastage for plain and 10% for hilly & semi hilly terrains
137	Good earth 1.00 km lead
138	Cement (average lead 1.0 km)
139	Form boxes
140	T&P accessories
141	Steel for reinforcement
142	Cost of constructional material
143	Cement
144	Reinfrocement steel
145	Bajree
146	Good earth
147	SITC CONSTRUCTION OF STONE MASONRY PROTECTION WALL AROUND TRANSMISSION LINE TOWER FOUNDATIONS
148	Earth work in bulk exacavation by manual means over areas incl. disposal of excavated earth lead up to 50 m and lift up to 1.5 m
149	Providing & laying in position cement concrete . All work upto plinth level in 1:4:8 aggregate 40mm nominal size (curshed stone) (Mud Mat)
150	Random Rubble masonary with hard stone from quarry in foundation & plinth( 1 cement : 6 coarse Sand :12 grade stone aggreage 20 mm nominal size ) at plinth level.
151	Providing & laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement :2 course sand :4 graded stone aggregate 20mm niminal size (crushed)
152	Earth filling in plinth, sides of foundations etc.in layers not exceeding 20cm in depth consolidating each disposed layer by ramming and watering
153	Carriage of materials by Mechnical Transport average lead 20KM
154	Stone
155	Aggregates 40mm size
156	Aggregate 20mm size
157	Earth
158	Cement
159	Carriage of materials by head load from unloading site average lead 1.50 KM
160	Stone
161	Aggregates 40mm size
162	Aggregate 20mm size
163	Earth
164	Cement
165	Supply, Installation, Testing & Commissioning of 4 Pole Structure on 16 Meters ST Poles including erection of ST Poles, Cement Bottoming, Fabrication and fixing of G.I Channel, Angle and Flat of required sizes, Painting of the poles and other associated material with Red Oxide and Aluminium Paint, Earthing of the 4-Pole Structure , Fixing of Danger Plates, Anti climbing Devices, Galvanised Stay Set and all other associated works like fixing of suspension/tension fitting strings, stringing of conductor including cost of conductor etc , Complete Job in all respects, as per the directions of the site engineer and as per site requirements.
166	Survey & check survey including soil investigation, soil classification, profiling tower spotting data,tower type, tower foundation, tower protection wall and etc
167	Erection of one no B+6 Type Double Circuit Tower for 66 KV crossing across Sahar Khad in respect of Sub Transmission Division Kathua near Kalibari Kathua
168	SITC of Material for erection of 01 No. Double Circuit B+6 type tower
169	SITC of Superstructure
170	SITC of Stubs
171	SITC of Tower Accessories
172	SITC of Danger Plates 1 No Per Tower
173	SITC of Phase Plates 3 No Per Tower for S/C
174	SITC of Number Plates 1 No Per Tower
175	Anti Climbing Devices 1 No Per Tower
176	SITC of Earthing of Towers
177	PlateType Hot dipped galvanized 600mmx600mmx6mmthick plate welded with GI Strips for earthing of size 50mmX6mm for connection of VCB Panel as per IS2629/85, GI Nuts and bolts,refilled with good earth, charcoal dust, salt, etc inside the Pit as per the direction of site engineer, enhancement material and earth chamber made of brick masonar with RCC slab coverwith 8.36 cum earth work
178	Counter Poise with 43.2 cum earth work
179	Welding of Nut & bolts upto first two stories
180	SITC of 100 mm² ACSR Conductor, for 2-spans including one across the river(Single Circuit) and other one (Single Circuit) on another direction of proposed tower
181	SITC of Conductor Accessories including their loading / unloading and carriage ,loading/unloading of stringing equipment like compressor, turn table ,four sheeve pulleys,rollers etc
182	Mid Span Joints
183	Vibration Dampers 2 No/Phase/Tower
184	Compression type Repair Sleeves For Conductor 9 No / Km for D/C
185	Aluminium Tape 1 No Per Km Of Line
186	Fixing of bird guard
187	Erection of anticlimbing devices
188	Route clearance/jungle clearance/branch cutting of 50% of area falling under conductors of double
189	SITC of Earth Wire Accessoreis
190	7/3.25 mm GS Earth wire
191	Mid Span Joints 2No/Km
192	Vibration Dampers 2 No / Tower
193	Suspension Clamps S/C
194	Tension Clamps S/C
195	SITC of Insulators, their loading / unloading , carriage and stacking etc
196	ii.Disc Insulators 120 KN/90 KN Porcelain type, Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.
197	SITC of Hardware fittings for conductor,their loading / unloading , carriage and stacking etc
198	Single Suspension Fittings for panther shall have minimum failing load of 50% ultimate strength of bundle conductors with Forged Steel Hanger free center type without bolt only having slipping strength 15% of ultimate strength of conductor.The ball and socket designation must be 16 mm.
199	Single Tension Fittings for panther shall have minimum failing load of 100% ultimate strength of Bundle cnductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm.
200	Double Tension Fittings
201	Double Suspension Fittings
202	Misc. items
203	Tag welding of towers
204	Spares i.e disc fittings,disc insulators and allied accessories
205	SITC of Foundations & Stub Setting of B+6 type Tower
206	Excavation of foundation pits
207	30% dense/hard/muddy soil
208	70% in disinteg. or soft rock
209	Disposal of excavated soil within 25 mtrs
210	Bending, fixing and binding of reinforce.
211	Concreting of tower foundation.
212	Stub setting of tower foundations
213	Form work of steel shuttering.
214	Coping & curring of tower foundations
215	Laying of dry stone solling.
216	Back filling
217	Manaul carriage of constructional material at an average of 1.0 Km.
218	Sand (0.45 of concrete vol.)+5% wastage for plain and 10% for hilly & semi hilly terrains
219	Bajree (0.90 of concrete vol)+5% wastage for plain and 10% for hilly & semi hilly terrains
220	Good earth 1.00 km lead
221	Cement (average lead 1.0 km)
222	Form boxes
223	T&P accessories
224	Steel for reinforcement
225	Cost of constructional material
226	Cement
227	Reinfrocement steel
228	Bajree
229	Good earth
230	SITC CONSTRUCTION OF STONE MASONRY PROTECTION WALL AROUND TRANSMISSION LINE TOWER FOUNDATIONS
231	Earth work in bulk exacavation by manual means over areas incl. disposal of excavated earth lead up to 50 m and lift up to 1.5 m
232	Providing & laying in position cement concrete . All work upto plinth level in 1:4:8 aggregate 40mm nominal size (curshed stone) (Mud Mat)
233	Random Rubble masonary with hard stone from quarry in foundation & plinth( 1 cement : 6 coarse Sand :12 grade stone aggreage 20 mm nominal size ) at plinth level.
234	Providing & laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement :2 course sand :4 graded stone aggregate 20mm niminal size (crushed)
235	Earth filling in plinth, sides of foundations etc.in layers not exceeding 20cm in depth consolidating each disposed layer by ramming and watering.
236	Carriage of materials by Mechnical Transport average lead 20KM
237	Stone
238	Aggregates 40mm size
239	Aggregate 20mm size
240	Earth
241	Cement
242	Carriage of materials by head load from unloading site average lead 1.50 KM
243	Stone
244	Aggregates 40mm size
245	Aggregate 20mm size
246	Earth
247	Cement
248	Survey & check survey including soil investigation, soil classification, profiling tower spotting data, tower type,tower foundation, tower protection wall and etc Please Enable Macros to View BoQ information

Tender For Erection Of 05 Nos D/C Towers Along With Allied Works For Permanent Restoration Of Sub Transmission Line Infrasturucture Affected Due To Incessant Rainfall & Floods In District, Kathua., Kathua-Jammu And Kashmir

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