Tender For Name Of Work:-Tender For Providing Supply Of Equipment/Material, Design, Erection, Testing & Commissioning Of Providing Sop To Proposed Ev Charging Station At New Bus Stand Chamba By Providing 11/0.4 Kv 630 Kva S/Stn & 11/0.4 Kv 250 Kva Su, Chamba-Himachal Pradesh

TDR : 54867724

Tender Notice
BOQ

12 Days Left

Chamba , Himachal Pradesh

Tender Brief : Tender For Name Of Work:-Tender For Providing Supply Of Equipment/Material, Design, Erection, Testing & Commissioning Of Providing Sop To Proposed Ev Charging Station At New Bus Stand Chamba By Providing 11/0.4 Kv 630 Kva S/Stn & 11/0.4 Kv 250 Kva Su

Document Fees
₹ 2360 /-

EMD
₹ 224595.0 /-

Tender Value
Refer document

Submission Date
09-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	A) Supply Part
2	11/0.4 kV 630 kVA sub-station with O/D Distribution transformer
3	Distribution Transformer (Outdoor Type) , 11/0.4 kV, 630 KVA
4	Steel Tubular Poles (10 meter)
5	Muffs with concerete filling
6	ACSR Conductor 6/1/3.35, 50 sq. mm for earthing , jumpering & Bus bar etc. Along with 70 m one span from existing line
7	X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 4 Nos]
8	MS Angle Iron (50X50x6 mm), Length: 2800 mm for four pole structure and bus bar etc.
9	X-Arm: [Channel Iron (75x40x6mm), Length : 2800 mm X 6 Nos] for supporting DO fuse unit , CT-PT Unit & GO switch
10	Transformer Belting & Knee Bracing
11	X-Arm [Channel Iron (100x50x6 mm), Length : 2800 mm x 2 Nos for Transformer Bed
12	X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos for supporting Main Channel of Transformer
13	X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos for supporting Main Channel of CT/PT Unit
14	MS Angle Iron (50X50x6 mm), Length : 2800 mm x 2 Nos
15	MS Angle Iron 35x35x5 mm), Length : 460 mm x 2 Nos
16	MS Angle Iron 50x50x6 mm), Length : 950 mm x 2 Nos for Bed Knee Bracing
17	Transformer LT Distribution Box and GO Switch fixing Assembly
18	MS Angle Iron (50X50x6 mm), Length : 2800 mm x 2 Nos
19	MS Angle Iron (50X50x6 mm), Length : 450 mm x 1 Nos
20	GO Switch Handle supporting : [ Channel Iron (75x40x6 mm), Length:460 mm
21	GO AB Switch Unit (11kV,1000A) ( Isolator Type)
22	D.O Fuse Unit
23	Surge Arrester, 9 kV Station Class (Porcelain Type)
24	Discs insulator sets (comprising 1 No. Disc: ^^(Polymeric, BS, 12 kV, 90 kN) including Dead End Clamps etc.)
25	Stay set complete
26	Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set)
27	Pipe Earthing Set
28	Pin Insulator 11 kV (polymeric type)
29	LT Distribution Panel Box with MCCB for 630 kVA DTR (provided by HPSEBL)
30	Half Clamp (M.S. Flat 50X6 mm)
31	Full Clamp ( M.S Flat 50x6 mm)
32	Stay Clamp
33	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]
34	Aluminium Thimble
35	Copper Thimble
36	Danger Plate
37	Barbed Wire
38	LT Cable (3.5 Core) 500 mm²
39	LT Cable (PVC) 3.5 core 300 sq. Mm from LT panel Box to EV Charging Panel Box length up to 40 m x 2
40	Aluminium Paint.
41	Red Oxide Paint
42	Kit Kat 500 Amp for section
43	LT Switched Capacitors for 630 KVA DTR (216 kVAr)
44	Transportation of Material Central store to site road
45	Manual carriage of Material from road to site of work
46	CT-PT Unit arrangement along with metering for 630 kVA S/stn
47	Three Phase CT-PT Combined Unit 11 kV/110 V, 100/5A, accuracy class 0.5 s
48	Energy Meter (3-Phase, 4-Wire) DLMS compliant 400 A CT Type for 630 KVA Transformer ( C-Type) (provided by HPSEBL)
49	i) Multi Strand Copper Cable for CT-PT and Meter Connection 10C, 2.5 sq mm
50	ii) 1 inch dia GI pipe for concealin
51	iii) bend joints/ elbow
52	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]
53	X-arm Channel Iron (75x40x6 mm): Length 2800mmx2 nos.) for supporting main channel for CT-PT Unit
54	CT-PT Unit Belting and knee Bracing a) M.S Angle Iron (50x50x6 mm), Length 2800mmx4 Nos.
55	CT-PT Unit Belting and knee Bracing a) M.S Angle Iron (35x35x6 mm), Length 2800mmx2 Nos.
56	Half Clamp (M.S. Flat 50X6 mm)
57	Full Clamps (M.S. Flat 50X6 mm)
58	11/0.4 kV 250 kVA sub-station with O/D distribution transformer
59	Distribution Transformer (Outdoor Type) , 11/0.4 kV, 250 KVA
60	Steel Tubular Poles (10 m)
61	Muffs with concerete filling
62	ACSR Conductor 6/1/3.35, 50 sq. mm for earthing , jumpering & Bus bar etc. Along with 70 m one span from existing line
63	X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 4 Nos]
64	MS Angle Iron (50X50x6 mm), Length: 2800 mm for four pole structure and bus bar etc.
65	X-Arm: [Channel Iron (75x40x6mm), Length : 2800 mm X 6 Nos] for supporting DO fuse unit , CT-PT Unit & GO switch
66	Transformer Belting & Knee Bracing
67	X-Arm [Channel Iron (100x50x6 mm), Length : 2800 mm x 2 Nos for Transformer Bed
68	X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos for supporting Main Channel of Transformer
69	X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos for supporting Main Channel of CT/PT Unit
70	MS Angle Iron (50X50x6 mm), Length : 2800 mm x 2 Nos
71	MS Angle Iron 35x35x5 mm), Length : 460 mm x 2 Nos
72	MS Angle Iron 50x50x6 mm), Length : 950 mm x 2 Nos for Bed Knee Bracing
73	Transformer LT Distribution Box and GO Switch fixing Assembly
74	MS Angle Iron (50X50x6 mm), Length : 2800 mm x 2 Nos
75	MS Angle Iron (50X50x6 mm), Length : 450 mm x 1 Nos
76	GO Switch Handle supporting : [ Channel Iron (75x40x6 mm), Length:460 mm
77	GO AB Switch Unit (11kV,600A) ( Isolator Type)
78	D.O Fuse Unit
79	Surge Arrester, 9 kV Station Class (Porcelain Type)
80	Discs insulator sets (comprising 1 No. Disc: ^^(Polylmaric, BS, 12 kV, 90 kN) including Dead End Clamps etc.)
81	Stay set complete
82	Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set)
83	Pipe Earthing Set
84	Pin Insulator 11 kV (polymeric type)
85	LT Distribution Panel Box with MCCB for 250 kVA DTR (Provided by HPSEBL)
86	Half Clamp (M.S. Flat 50X6 mm)
87	Full Clamp ( M.S Flat 50x6 mm)
88	Stay Clamp
89	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]
90	Aluminium Thimble
91	Copper Thimble
92	Danger Plate
93	Barbed Wire
94	LT Cable (3.5 Core) 300 mm²
95	LT Cable (PVC) 3.5 core 240 sq. Mm from LT panel Box to EV Charging Panel Box length up to 30 m x 2
96	Aluminium Paint.
97	Red Oxide Paint
98	Kit Kat 500 Amp for section
99	LT Switched Capacitors for 250KVA DTR (81 kVAr)
100	Transportation of Material Central store to site road
101	Manual carriage of Material from road to site of work
102	CT-PT Unit arrangement along with metering for 250 kVA S/stn
103	Three Phase CT-PT Combined Unit 11 kV/110 V, 50/5A, accuracy class 0.5 s
104	Energy Meter (3-Phase, 4-Wire) DLMS compliant 400 A CT Type for 250 KVA Transformer ( C-Type) (provided by HPSEBL)
105	i) Multi Strand Copper Cable for CT-PT and Meter Connection 10C, 2.5 sq mm
106	ii) 1 inch dia GI pipe for concealin
107	iii) bend joints/ elbow
108	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]
109	X-arm Channel Iron (75x40x6 mm): Length 2800mmx2 nos.) for supporting main channel for CT-PT Unit
110	CT-PT Unit Belting and knee Bracing a) M.S Angle Iron (50x50x6 mm), Length 2800mmx4 Nos.
111	CT-PT Unit Belting and knee Bracing a) M.S Angle Iron (35x35x6 mm), Length 2800mmx2 Nos.
112	Half Clamp (M.S. Flat 50X6 mm)
113	Full Clamps (M.S. Flat 50X6 mm)
114	Bifurcation of new 11 kV Feeder from 33/11 kV Sub-station Chamba to Baloo- 11 kV HT Line on Steel Tubular poles-2.915 km
115	Providing Steel Tubular Poles 9 Mtr. Long
116	Providing Steel Tubular Poles 10 Mtr. long
117	Muffs with concrete filling
118	Prov. ACSR 6/1/3.35 mm [{ includes 3 conductor length for 3 ph and additional 3 % ( sag., jumpering and wastage)
119	Prov. 11 kV Disc Insulator complete set including dead end clamps etc
120	Prov. 11 kV Pin Insulator (3 No. per Single pole structure and 3 No. per Double Pole structure)
121	X-Arm (C.I. 2340x100x50x6 mm) i/c tolerance of 100 mm either side
122	X-Arm (C.I. 1270x100x50x6 mm) i/c tolerance of 100 mm either side
123	X-Arm (C.I. 1800x100x50x6 mm) i/c tolerance of 100 mm either side
124	X-Arm (C.I. 2340x75x40x6 mm) i/c tolerance of 100 mm either side
125	M.S A.I 50x50x6 Length 1800 mmx2 No. belt set
126	A.I. Knee Bracing set 2(750x50x50x6mm)
127	A.I Cross Bracing Set complete
128	Pole Top Bracket [MSCI 100x50x6 mm-100 mm}]
129	Stay set complete (1 No. for Single Pole, 5 Nos. for Double Pole structure)
130	Egg Ins.
131	Stay Wire (10 kg per set)
132	GO AB Switch Unit (11kV 400 A, 25 KA)
133	Earthing set H.T complete in all respect
134	Single Continuous earth wire ( GI, 8SWG)
135	MS Angle Iron 50x50x6 Length 2400 mm for guarding Angle
136	Eye Hook
137	Earth wire clamp
138	Barbed Wire
139	Half clamp
140	Full clamp
141	Stay clamp
142	Prov. Danger Plate
143	Prov. Nut & Bolts off sizes
144	Prov. Aluminium paint
145	Prov. Red Oxide Paint
146	Transportation of Material Central store to site road
147	Manual carriage of Material from road to site of work
148	Augmentation of 33/11 kV , 2.5 MVA Sub-Station( Damaged ) to 3.15 MVA Sub station in 33/11KV 2X10 MVA S/Stn Chamba
149	Power Transformer (3.15 MVA, 33/11 kV, ONAN, OLTC,Outdoor)
150	33 kV Switchgear & Allied Equipment: with 01 No., 33kV Incomer
151	33 kV Control and Relay (CR) Panel (with Numeric Differential Relay, IEC 61850)
152	33 kV VCB (36 kV, 1250A, 26.2 kA, Outdoor Type)
153	33 kV Isolator (1250 A, 25kA, with Earth Switch) with structure
154	33 kV Isolator (1250 A, 25kA, without Earth Switch) with structure
155	33 kV LA /Surge Arrester (30 kV, 10KA, Station class, ZnO,Porcelain)
156	33 kV Current Transformer (33 kV, 1Φ, Multi Ratio Multi Core,Outdoor) (1 No. per Φ) (600/300/1-1)
157	33 kV Potential Transformer (33 kV/110 V, 1Φ, Multi-Core,Outdoor), (1No. per Φ)
158	11 kV Switchgear and Allied equipment: 01 No. incomer Bus
159	11 kV incomer Bus: Control and Relay (CR) Panel with VCB(12 kV, 1250 A, 25KA) [Numeric Relay, IEC 61850]
160	11 kV Incomer Bus: Potential Transformer (11 kV/110V, 3Φ,Indoor)
161	11 kV Cable (11 kV, 400 mm², XLPE, single Core, Armoured){Transformer to 11 kV Bus} {50m+ Spare- 50m}
162	11 kV Cable Termination Kit (400 mm², Outdoor)
163	11 kV Cable Termination Kit (400 mm², Indoor)
164	11 kV Switchgear and Allied equipment: Single (2 No.+1 Spare) Outgoing Feeder
165	11 kV Outgoing Feeder: Control and Relay (CR) Panel withindoor VCB (12 kV, 1250 A, 25KA) including CT
166	11 kV Cable (11 kV, 185 mm², XLPE, Three Core, Armoured){Busbar VCB to Isolator} {50m+ Spare- 50m}
167	11 kV Cable Termination Kit (185 mm², Outdoor)
168	11 kV Cable Termination Kit (185 mm², Indoor)
169	33 KV Super Structure and Bus-bar( Extension of Existing Bus Bar)
170	R.S. Joists, size 12800x250x125 mm 15 supports i.e.4x12.8x37.3) i/c foundation of RS Joist.
171	R.S.Joists, size 4200x250x125 mm supports for PowerTransformer's LA, , I/C, PowerTransformer's CTs (10x4.2)m =42m
172	Foundation of R.S. Joist supports
173	Foundation of CT, PT & LA
174	M.S. channel iron 125x65 mm, X-arm @13.1 kg/m at 5% wastage for Bus-bar,Isolators,CT, LA's transformer etc(i)10 Meter Long=2 No (II)6 Meter Long=6 No (III)4 Meter Long=10 No Total =96 meter+5% wastage(4.8)=100.8 Says 101 Mater
175	Nuts & Bolts with Washers off sizes
176	BUS-BAR
177	33 Kv Pin Insulator
178	3 Disc insulators Tension String complete with fitting
179	ACSR conductor 150 mm² at 10 % wastage for Bus Bar & Jumper avarage of 2 meter
180	Tee connections
181	PG clamps
182	EARTHING (33 kV Sub-Station)
183	Control and LT power cables
184	Battery Bank 30V, 200 A
185	Battry Charger 30 V -200 AH with Allied Spares
186	11 kV VCB Trolley CGL make
187	Civil Work
188	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
189	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)
190	Centering and shuttering including strutting, propping etc. and removal of form for:
191	Foundations, footings, bases of columns, etc. for mass concrete.
192	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
193	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)
194	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)
195	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo- Mechanically Treated bars of grade Fe-500D or more.
196	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
197	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm.
198	Supplying, filling, spreading & leveling gravels of approved size in required thickness, for all leads & lifts, all complete as per direction of Engineer- incharge.
199	Providingandlayinginpositioncementconcreteofspecifiedgradeexcludingthecostofcenteringandshuttering-Allworkuptoplinthlevel.1:3:6(1Cement:3coarsesand):6gradedstoneaggregate40mm nominal size)
200	Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/manualmeansinfoundationtrenchesordrains(notexceeding1.5minwidthor10sqmonplan),includingdressingofsidesandramming of bottoms, lift upto 1.5 m, including getting outtheexcavatedsoilanddisposalofsurplusexcavatedsoilasdirected,withinaleadof50m.Allkinds of soil.
201	Centeringandshutteringincludingstrutting,propping etc. and removal of form
202	Foundations,footings,basesofcolumns,etc.formassconcrete.
203	Reinforcedcementconcreteworkinwalls(anythickness),includingattachedpilasters,buttresses,plinthandstringcourses,fillets,columns,pillars,piers,abutments,postsandstrutsetc.aboveplinthleveluptofloorfivelevel,excludingcostofcentering,shuttering,finishingandreinforcement1:1.5:3(1cement:1.5coarsesand):3gradedstoneaggregate 20 mm nominal size)
204	SteelreinforcementforR.C.C.workincludingstraightening,cutting,bending,placinginpositionandbindingallcompleteuptoplinthlevelThermo-Mechanically Treated bars of grade Fe-500D or more.
205	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
206	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 Cement : 4 coarse sand): 8 graded stone aggregate 40 mm nominal size)
207	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:2:4 (1 Cement : 2 coarse sand): 4 graded stone aggregate 40 mm nominal size)
208	Foundation and plinth
209	Brick masonary in cm 1:4 in foundation wall of cable o/d trench
210	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
211	15 mm cement plaster on rough side of brick masonary in cm 1:4
212	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
213	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)
214	Centering and shuttering including strutting, propping etc. and removal of form for:
215	Foundations, footings, bases of columns, etc. for mass concrete.
216	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
217	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)
218	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
219	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation
220	Providing and laying in position cement concrete of specified grade excluding the cost of centering
221	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
222	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position
223	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including
224	Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc.
225	Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete
226	Evcavation in foundation trenches etc in earth work pick work. Pick / Jumper work 50%.
227	P/L C.C.1:3:6 (1 cement:3 sand : 6 agraded stone agg. 40mm nominal size) in foundation and plinth.
228	Centring and shuttering including strutting, propping etc. and removal of form for:
229	Foundation, footings, bases of columns, etc for mass concrete.
230	Providing and laying reinforced cement concrete 1:1.5:3 (1 cement:1.5 sand and 3: graded stone agg. 20mm nominal size
231	P/L Tor steel / mild steel reinforcement for RCC work the cutting bending and placing complete. Qty same as in item No. 3
232	Extension of control room building along with Trenches for 11 Kv Cable, power & control Cable
233	Eathwork 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 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Ordinary rock
234	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size
235	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
236	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
237	Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand
238	Centering and shuttering including strutting, propping etc. and removal of form for :
239	(i) Foundations,
240	(ii) Columns , pillars
241	Lintels, beams, plinth beam
242	Suspended floors, roofs, landings, balconies and access platform
243	Edges of slabs and breaks in floors and walls under 20 cm. wide.
244	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)
245	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)
246	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).
247	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
248	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately Powder coated aluminium (minimum thickness of powder coating 50 micron)
249	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm)
250	Providing & Fixing Prelaminated board 12mm flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer- in-charge Pre-laminated particle board with decorative lamination on both side
251	Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete
252	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete
253	Providing and fixing aluminium tower bolts, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete
254	(i) 150x10 mm
255	(ii) 100x10 mm
256	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete
257	(i) 125 mm
258	(ii) 100 mm
259	Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber
260	Providing and fixing bright finished brass hard drawn hooks and eyes 200mm
261	Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
262	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete ng with bricks of class designation
263	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete 600x600mm
264	PVC rain water pipes 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.110 mm diameter
265	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110mm Bend 87.5° 110 mm bend PVC plain bend 150mm dia.
266	6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
267	15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand)
268	20 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
269	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
270	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer
271	Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
272	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
273	Add sanitary and electrical fitting
274	Civil Work for foundation of 2 Nos. structures for 11KV Structure
275	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
276	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)
277	Centering and shuttering including strutting, propping etc. and removal of form for:
278	Foundations, footings, bases of columns, etc. for mass concrete.
279	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
280	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)
281	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
282	Erection part
283	11/0.4 kV 630 kVA sub-station with O/D Distribution transformer
284	Distribution Transformer (Outdoor Type) , 11/0.4 kV, 630 KVA
285	Steel Tubular Poles (10 m)
286	Muffs with concerete filling
287	ACSR Conductor 6/1/3.35, 50 sq. mm for earthing , jumpering & Bus bar etc. Along with 70 m one span from existing line
288	X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 4 Nos]
289	MS Angle Iron (50X50x6 mm), Length: 2800 mm for four pole structure and bus bar etc.
290	X-Arm: [Channel Iron (75x40x6mm), Length : 2800 mm X 6 Nos] for supporting DO fuse unit , CT-PT Unit & GO switch
291	Transformer Belting & Knee Bracing
292	X-Arm [Channel Iron (100x50x6 mm), Length : 2800 mm x 2 Nos for Transformer Bed
293	X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos for supporting Main Channel of Transformer
294	X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos for supporting Main Channel of CT/PT Unit
295	MS Angle Iron (50X50x6 mm), Length : 2800 mm x 2 Nos
296	MS Angle Iron 35x35x5 mm), Length : 460 mm x 2 Nos
297	MS Angle Iron 50x50x6 mm), Length : 950 mm x 2 Nos for Bed Knee Bracing
298	Transformer LT Distribution Box and GO Switch fixing Assembly
299	MS Angle Iron (50X50x6 mm), Length : 2800 mm x 2 Nos
300	MS Angle Iron (50X50x6 mm), Length : 450 mm x 1 Nos
301	GO Switch Handle supporting : [ Channel Iron (75x40x6 mm), Length:460 mm
302	GO AB Switch Unit (11kV,1000A) ( Isolator Type)
303	D.O Fuse Unit
304	Surge Arrester, 9 kV Station Class (Porcelain Type)
305	Discs insulator sets (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.)
306	Stay set complete
307	Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set)
308	Pipe Earthing Set
309	Pin Insulator 11 kV (polymer type)
310	LT Distribution Panel Box with MCCB for 630 kVA DTR
311	Half Clamp (M.S. Flat 50X6 mm)
312	Full Clamp ( M.S Flat 50x6 mm)
313	Stay Clamp
314	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]
315	Aluminium Thimble
316	Copper Thimble
317	Danger Plate
318	Barbed Wire
319	LT Cable (3.5 Core) 500 mm²
320	LT Cable (PVC) 3.5 core 300 sq. Mm from LT panel Box to EV Charging Panel Box length up to 40 m x 2
321	Aluminium Paint.
322	Red Oxide Paint
323	Kit Kat 500 Amp for section
324	LT Switched Capacitors for 630 KVA DTR (216 kVAr)
325	CT-PT Unit arrangement along with metering for 630 kVA S/stn
326	Three Phase CT-PT Combined Unit 11 kV/110 V, 100/5A, accuracy class 0.5 s
327	Energy Meter (3-Phase, 4-Wire) DLMS compliant 630 A CT Type for 630KVA Transformer ( C-Type)
328	i) Multi Strand Copper Cable for CT-PT and Meter Connection 10C, 2.5 sq mm
329	ii) 1 inch dia GI pipe for concealin
330	iii) bend joints/ elbow
331	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]
332	X-arm Channel Iron (75x40x6 mm): Length 2800mmx2 nos.) for supporting main channel for CT-PT Unit
333	CT-PT Unit Belting and knee Bracing a) M.S Angle Iron (50x50x6 mm), Length 2800mmx4 Nos.
334	CT-PT Unit Belting and knee Bracing a) M.S Angle Iron (35x35x6 mm), Length 2800mmx2 Nos.
335	Half Clamp (M.S. Flat 50X6 mm)
336	Full Clamps (M.S. Flat 50X6 mm)
337	11/0.4 kV 250 kVA sub-station with O/D distribution transformer
338	Distribution Transformer (Outdoor Type) , 11/0.4 kV, 250 KVA
339	Steel Tubular Poles (10 m)
340	Muffs with concerete filling
341	ACSR Conductor 6/1/3.35, 50 sq. mm for earthing , jumpering & Bus bar etc. Along with 70 m one span from existing line
342	X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 4 Nos]
343	MS Angle Iron (50X50x6 mm), Length: 2800 mm for four pole structure and bus bar etc.
344	X-Arm: [Channel Iron (75x40x6mm), Length : 2800 mm X 6 Nos] for supporting DO fuse unit , CT-PT Unit & GO switch
345	Transformer Belting & Knee Bracing
346	X-Arm [Channel Iron (100x50x6 mm), Length : 2800 mm x 2 Nos for Transformer Bed
347	X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos for supporting Main Channel of Transformer
348	X-Arm [Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos for supporting Main Channel of CT/PT Unit
349	MS Angle Iron (50X50x6 mm), Length : 2800 mm x 2 Nos
350	MS Angle Iron 35x35x5 mm), Length : 460 mm x 2 Nos
351	MS Angle Iron 50x50x6 mm), Length : 950 mm x 2 Nos for Bed Knee Bracing
352	Transformer LT Distribution Box and GO Switch fixing Assembly
353	MS Angle Iron (50X50x6 mm), Length : 2800 mm x 2 Nos
354	MS Angle Iron (50X50x6 mm), Length : 450 mm x 1 Nos
355	GO Switch Handle supporting : [ Channel Iron (75x40x6 mm), Length:460 mm
356	GO AB Switch Unit (11kV,600A) ( Isolator Type)
357	D.O Fuse Unit
358	Surge Arrester, 9 kV Station Class (Porcelain Type)
359	Discs insulator sets (comprising 1 No. Disc: ^^(Polymeric, BS, 12 kV, 90 kN) including Dead End Clamps etc.)
360	Stay set complete
361	Stay Wire (7/3.15 mm) (7.0 kg Per Stay Set)
362	Pipe Earthing Set
363	Pin Insulator 11 kV (Polymeric type)
364	LT Distribution Panel Box with MCCB for 250 kVA DTR
365	Half Clamp (M.S. Flat 50X6 mm)
366	Full Clamp ( M.S Flat 50x6 mm)
367	Stay Clamp
368	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]
369	Aluminium Thimble
370	Copper Thimble
371	Danger Plate
372	Barbed Wire
373	LT Cable (3.5 Core) 300 mm²
374	LT Cable (PVC) 3.5 core 240 sq. Mm from LT panel Box to EV Charging Panel Box length up to 30 m x 2
375	Aluminium Paint.
376	Red Oxide Paint
377	Kit Kat 500 Amp for section
378	LT Switched Capacitors for 250KVA DTR (81 kVAr)
379	CT-PT Unit arrangement along with metering for 250 kVA S/stn
380	Three Phase CT-PT Combined Unit 11 kV/110 V, 50/5A, accuracy class 0.5 s
381	Energy Meter (3-Phase, 4-Wire) DLMS compliant 400 A CT Type for 250 KVA Transformer ( C-Type)
382	i) Multi Strand Copper Cable for CT-PT and Meter Connection 10C, 2.5 sq mm
383	ii) 1 inch dia GI pipe for concealin
384	iii) bend joints/ elbow
385	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]
386	X-arm Channel Iron (75x40x6 mm): Length 2800mmx2 nos.) for supporting main channel for CT-PT Unit
387	CT-PT Unit Belting and knee Bracing a) M.S Angle Iron (50x50x6 mm), Length 2800mmx4 Nos.
388	CT-PT Unit Belting and knee Bracing a) M.S Angle Iron (35x35x6 mm), Length 2800mmx2 Nos.
389	Half Clamp (M.S. Flat 50X6 mm)
390	Full Clamps (M.S. Flat 50X6 mm)
391	Bifurcation of new 11 kV Feeder from 33/11 kV Sub-station Chamba to Baloo- 11 kV HT Line on Steel Tubular poles-2.915 km
392	Providing Steel Tubular Poles 9 Mtr. Long
393	Providing Steel Tubular Poles 10 Mtr. long
394	Muffs with concrete filling
395	Prov. ACSR 6/1/3.35 mm [{ includes 3 conductor length for 3 ph and additional 3 % ( sag., jumpering and wastage)
396	Prov. 11 kV Disc Insulator complete set including dead end clamps etc
397	Prov. 11 kV Pin Insulator (3 No. per Single pole structure and 3 No. per Double Pole structure)
398	X-Arm (C.I. 2340x100x50x6 mm) i/c tolerance of 100 mm either side
399	X-Arm (C.I. 1270x100x50x6 mm) i/c tolerance of 100 mm either side
400	X-Arm (C.I. 1800x100x50x6 mm) i/c tolerance of 100 mm either side
401	X-Arm (C.I. 2340x75x40x6 mm) i/c tolerance of 100 mm either side
402	M.S A.I 50x50x6 Length 1800 mmx2 No. belt set
403	A.I. Knee Bracing set 2(750x50x50x6mm)
404	A.I Cross Bracing Set complete
405	Pole Top Bracket [MSCI 100x50x6 mm-100 mm}]
406	Stay set complete (1 No. for Single Pole, 5 Nos. for Double Pole structure)
407	Egg Ins.
408	Stay Wire (10 kg per set)
409	GO AB Switch Unit (11kV 400 A, 25 KA)
410	Earthing set H.T complete in all respect
411	Single Continuous earth wire ( GI, 8SWG)
412	MS Angle Iron 50x50x6 Length 2400 mm for guarding Angle
413	Eye Hook
414	Earth wire clamp
415	Barbed Wire
416	Half clamp
417	Full clamp
418	Stay clamp
419	Prov. Danger Plate
420	Prov. Nut & Bolts off sizes
421	Prov. Aluminium paint
422	Prov. Red Oxide Paint
423	Re-sagging of existing ACSR conductor6/1/3.35
424	Augmentation of 33/11 kV , 2.5 MVA Sub-Station( Damaged ) to 3.15 MVA Sub station in 33/11KV 2X10 MVA S/Stn Chamba
425	Power Transformer (3.15 MVA, 33/11 kV, ONAN, OLTC,Outdoor)
426	33 kV Switchgear & Allied Equipment: with 01 No., 33kV Incomer
427	33 kV Control and Relay (CR) Panel (with Numeric Differential Relay, IEC 61850)
428	33 kV VCB (36 kV, 1250A, 26.2 kA, Outdoor Type)
429	33 kV Isolator (1250 A, 25kA, with Earth Switch) with structure
430	33 kV Isolator (1250 A, 25kA, without Earth Switch) with structure
431	33 kV LA /Surge Arrester (30 kV, 10KA, Station class, ZnO,Porcelain)
432	33 kV Current Transformer (33 kV, 1Φ, Multi Ratio Multi Core,Outdoor) (1 No. per Φ) 600/300
433	33 kV Potential Transformer (33 kV/110 V, 1Φ, Multi-Core,Outdoor), (1No. per Φ)
434	11 kV Switchgear and Allied equipment: 01 No. incomer Bus
435	11 kV incomer Bus: Control and Relay (CR) Panel with VCB(12 kV, 1250 A, 25KA) [Numeric Relay, IEC 61850]
436	11 kV Incomer Bus: Potential Transformer (11 kV/110V, 3Φ,Indoor)
437	11 kV Cable (11 kV, 400 mm², XLPE, single Core, Armoured){Transformer to 11 kV Bus} {50m+ Spare- 50m}
438	11 kV Cable Termination Kit (400 mm², Outdoor)
439	11 kV Cable Termination Kit (400 mm², Indoor)
440	11 kV Switchgear and Allied equipment: Single (2 No.+1 Spare) Outgoing Feeder
441	11 kV Outgoing Feeder: Control and Relay (CR) Panel withindoor VCB (12 kV, 1250 A, 25KA) including CT
442	11 kV Cable (11 kV, 185 mm², XLPE, Three Core, Armoured){Busbar VCB to Isolator} {50m+ Spare- 50m}
443	11 kV Cable Termination Kit (185 mm², Outdoor)
444	11 kV Cable Termination Kit (185 mm², Indoor)
445	33 KV Super Structure and Bus-bar( Extension of Existing Bus Bar)
446	R.S. Joists, size 12800x250x125 mm 15 supports i.e.4x12.8x37.3) i/c foundation of RS Joist.
447	R.S.Joists, size 4200x250x125 mm supports for PowerTransformer's LA, , I/C, PowerTransformer's CTs (10x4.2)m =42m
448	Foundation of R.S. Joist supports
449	Foundation of CT, PT & LA
450	M.S. channel iron 125x65 mm, X-arm @13.1 kg/m at 5% wastage for Bus-bar,Isolators,CT, LA's transformer etc(i)10 Meter Long=2 No (II)6 Meter Long=6 No (III)4 Meter Long=10 No Total =96 meter+5% wastage(4.8)=100.8 Says 101 Mater
451	Nuts & Bolts with Washers off sizes
452	BUS-BAR
453	33 Kv Pin Insulator
454	3 Disc insulators Tension String complete with fitting
455	ACSR conductor 150 mm² at 10 % wastage for Bus Bar & Jumper avarage of 2 meter
456	Tee connections
457	PG clamps
458	EARTHING (33 kV Sub-Station)
459	Control and LT power cables
460	Battery Bank 30V, 200 A
461	Battry Charger 30 V -200 AH with Allied Spares
462	11 kV VCB Trolley CGL make Please Enable Macros to View BoQ information

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Tender For Name Of Work:-Tender For Providing Supply Of Equipment/Material, Design, Erection, Testing & Commissioning Of Providing Sop To Proposed Ev Charging Station At New Bus Stand Chamba By Providing 11/0.4 Kv 630 Kva S/Stn & 11/0.4 Kv 250 Kva Su, Chamba-Himachal Pradesh

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Tender For Name Of Work:-Tender For Providing Supply Of Equipment/Material, Design, Erection, Testing & Commissioning Of Providing Sop To Proposed Ev Charging Station At New Bus Stand Chamba By Providing 11/0.4 Kv 630 Kva S/Stn & 11/0.4 Kv 250 Kva Su, Chamba-Himachal Pradesh

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