Tender For Tender For System Improvement Scheme For Construction Of 33/11Kv 2X3.15Mva Gis Sub-Station Samloti At Sunehar In Tehsil Nagrota Bagwan Of Distt Kangra (Hp) Under Electrical Division, Hpsebl, Nagrota Bagwan (Bid No:- Cekz-61-Si-2025-26), Nagrota-Himachal Pradesh

TDR : 54550972

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Nagrota , Himachal Pradesh

Tender Brief : Tender For Tender For System Improvement Scheme For Construction Of 33/11Kv 2X3.15Mva Gis Sub-Station Samloti At Sunehar In Tehsil Nagrota Bagwan Of Distt Kangra (Hp) Under Electrical Division, Hpsebl, Nagrota Bagwan (Bid No:- Cekz-61-Si-2025-26)

Document Fees
₹ 2950 /-

EMD
₹ 9331190.0 /-

Tender Value
Refer document

Submission Date
23-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	Supply Part
2	New 33kV Line
3	ACSR 30/7/2.59 (150mm²) {Includes 3 conductor lengths for 3Φ and Additional 1% (Sag, Jumpering and wastage}
4	Steel Tubular Poles (11 m, Working Load > 227 kg) (with Ruling Span 90 m, 35 No. Run thro' and 11 No. Dead End Structures)
5	Muffs with concerete filling
6	Run Thro' Structures: (Horizontal Formation) on Double Pole Structures (Adopt Ten (10) No. Runthrough Structures per Km) -
7	X-Arms: [MS Channel Iron C type (100x50x5 mm, Length: 3250 mm i/c tolerance 100 mm on either side] x 10 No. Structures
8	Disc insulator String (Suspension) sets: 3 No. Discs in each string: ^^(Polymeric, CT, 12 kV, 90 kN) including dead end clamps etc)x (Single circuit : 3No conductors) x 1 No sides) /Run Throu' structures.
9	Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No.
10	X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.]
11	Dead End Structures (Adopt three (3) No. per Km) on Double Pole (Prefer along road side)
12	Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No.
13	X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.]
14	X-Arms: [MS Channel Iron C type (100x50x5 mm, Length: 3250 mm i/c tolerance 100 mm on either side] x 2 No. Structures
15	Disc insulator String (Suspension) sets: 3 No. Discs in each string: ^^(Polymeric, BS, 12 kV, 90 kN) including dead end clamps etc)x (Single circuit : 3No conductors) x 1 No sides) /Run Throu' structures.
16	33 kV Pin Insulators (Polymeric, 36 kV, 10 kN): 3 No per double pole structure
17	Stay / Guy Arrangement
18	Stay set complete in all respect (2 No. run thro & 4 no. dead end)
19	Stay Wire (7/4.00 mm) (10.0 kg Per Stay Set)
20	Earthing
21	HT Earthing set complete
22	Earth wire (GI, 6 SWG) {Includes 2 wire lengths and Additional 1% (Sag and wastage)}@ 150 kg/km
23	Eye Hook for earth wire
24	Earth Reel
25	MS Channel Iron: 75x40x6, Length :3300 mm
26	Half clamps: [On Double Pole dead end structure: 6 no., DP Run thro' structure: 4No]
27	Full clamps: [On Double Pole dead end structure: 2 no., DP Run thro' structure: 4No]
28	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]
29	Barbed wire
30	Danger Plate (203X200X1.6mm)
31	Red Oxide
32	Aluminium Paint
33	Trasporation
34	33/11kV, 2x3.15 MVA Power Transformer(s)
35	Power Transformer (3.15 MVA, 33/11 kV, ONAN, OLTC, Outdoor) (Provided by HPSEBL)
36	Overhauling of Power Transformer
37	Sub Station Transformer (100 kVA, 33/0.415 kV )
38	33kV GIS & Allied Equipments
39	33 kV SF6 Gas Insulated Switchgear with VCB of rating 1250 A, CT set {of rating 2 Nos. 600-300/1-1-1 A, 2 Nos. 400-200/1-1-1 A, 1 No. 10-5/1-1-1 A (Stn. Trf.)}, 2 Nos. PT Set of rating 33 kV/110 V & DLMS compliant energy meters for Two Incoming, Two Outgoing, one station trf. and one Bus Coupler bay. (Make ABB, Synider Infra/ Simens Ltd)
40	SCADA & Telecommunication Facilities of leading company in the respective field including design, fabrication, supply , transportation to site, erection, integration, testing and commissioning of RTU based SCADA System for 33/11 kV S/stn with FOTE and MPLS provision
41	33kV, Isolator , 1600A with earth switch triple pole,gang operated outdoor horizontal double break with motor cum manual operated, centre rotating post, complete with 36 kV solid core insulators (9 no. Per isolator), complete in all respect.
42	33kV, Isolator , 1600A without earth switch triple pole,gang operated outdoor horizontal double break with motor cum manual operated, centre rotating post, complete with 36 kV solid core insulators (9 no. Per isolator), complete in all respect.
43	33kV LAs/surge arrestor, ZnO, Polymeric
44	11kV , 1250 A, indoor switchgear panels
45	Incomer/transformer panels
46	Bus coupler panel with riser
47	Feeder/Outgoing Panel and 1 spare
48	11 kV Incomer Bus: Potential Transformer (11 kV/110V, 3Φ, Indoor)
49	11kV Isolator Motorised (12kV, 1250A,25kA) without earth switch.
50	11kV Isolator Motorised (12kV, 1250A,25kA) with earth switch.
51	11kV LA(9kV,10kA,ZnO Poecelain,outdoor)
52	30V,200Ah Battery Bank (for tripping and closing circuits)Lead Acid Type
53	30V,float cum boost battery charger for 30V 200AH battery with BHMS( battery health management system) with ascociated accessories.
54	30V, DCDB , distribution panel of sheet steel cubicle floor mounting
55	415V ACDB, with trivector meter, and other indicating instruments for auxilliary supply
56	Power Cables: (Make Havells/ Ploycab & KEI)
57	1C X 185 sqmm 33kV XLPE cable , Al armoured(feeder to GIS Panels (6+2), GIS Panels totransformer (6+2))(2 spares) (Make Havells/ Ploycab & KEI)
58	3C X 400 sqmm 11 kV XLPE cable , Alarmoured(transformer to 11kV Panels , 2+2) (Make Havells/ Ploycab & KEI)
59	3C X 240 sqmm 11 kV XLPE cable , Alarmoured(outgoing feeders , 6+2) (Make Havells/ Ploycab & KEI)
60	1.1kV LT cable XLPE, ,4 core, 16mmsq. (ACDB toequipments) (Make Havells/ Ploycab & KEI)
61	1.1kV LT cable PVC, ,3.5 core, 120 sqmm. (Stn. T/f to ACDB) (Make Havells/ Ploycab & KEI)
62	HEAT Shrinkable termination kits outdoor type (Make Denson/Mahindra)
63	1C X 185 sqmm 33kV XLPE cable , outdoor type (feeder to GIS Panels (6+2), GIS Panels totransformer (6+2)) (Make Denson/Mahindra)
64	1C X 95 sqmm 33kV XLPE cable , outdoor ( 3+1) (Make Denson/Mahindra)
65	3C X 400 sqmm 11 kV XLPE cable , outdoor , 2+2) (Make Denson/Mahindra)
66	3C X 240 sqmm 11 kV XLPE cable , outdoor type ,6+2) (Make Denson/Mahindra)
67	Control cables: (Make Havells/ Ploycab & KEI)
68	2X 2.5sqmm , 1.1kV , Cu , HR-FRLS unscreened control cable (Heat resistant, Fire reluctant Lowsmoke ) (Make Havells/ Ploycab & KEI)
69	4X 2.5sqmm , 1.1kV , Cu , HR-FRLS unscreenedcontrol cable (Make Havells/ Ploycab & KEI)
70	10X 2.5sqmm , 1.1kV , Cu , HR-FRLS unscreenedcontrol cable (Make Havells/ Ploycab & KEI)
71	11kV outgoing gantry for outgoing feeders
72	Earthmat and associated accessories.
73	M.S. Flat 50X6mm for ground mat including 5%wastage and weighing 2.4kg/m.(Eathing layout & design shall be finalised before making DPR. Quantity shall depends on area of substation, resistivity of soil,size of flat. Earth mat design for safe values of touch and mess potential and earth resistance shall be less than 1 ohm. )
74	M.S. Electrode 40 mm round , 3 meter long (main grid) with weight 2.4Kg/meter. i.e. 75 Electrode. (Quantity shall depends on area of substation, resistivity of soil,size of flat. Earth mat design for safe values of touch and mess potential and earth resistance shall be less than 1 ohm. Also electrode shall be burried symmetrically along the periphery od substation using unequal spacing. )
75	GI Pipe 50mm dia with holes of 16mm dia
76	Nuts and bolts galvanised
77	chequred plate covers 500X500X6
78	GI wire 6swg for screening
79	Eye block for screening
80	Turn Buckle for screening.
81	Cable Trays
82	Hot dipped Galvanised perforated cable tray(300X50X1.6mm) for control cables
83	Hot dipped Galvanised perforated cable tray connectors (300X50X1.6mm) for control cables
84	Hot dipped Galvanised perforated cable tray bends(300X50X1.6mm) for control cables
85	Hot dipped Galvanised perforated cable tray tees(300X50X1.6mm) for control cables
86	Hot dipped Galvanised perforated cable tray cross members (300X50X1.6mm) for control cables
87	Hot dipped Galvanised perforated cable tray(300X50X1.6mm) for power cables
88	Hot dipped Galvanised perforated cable tray connectors (300X50X1.6mm) for power cables
89	Hot dipped Galvanised perforated cable tray bends (300X50X1.6mm) for power cables
90	Hot dipped Galvanised perforated cable tray tees (300X50X1.6mm) for power cables
91	Hot dipped Galvanised perforated cable tray cross members (300X50X1.6mm) for power cables
92	Yard Lighting refer the annexure of Yard Lighting
93	CCTV Camera and LED System (Make Live Guard/ with 5 years warranty)
94	33kV Super structures and Bus Bar
95	RS Joist 12800X250X125 mm
96	RS Joist 4200X250X125 mm
97	Cross Arms MS Channel Iron 125X65X5.3mm, for Bus Bar, Isolators and LA:- 5.8 mtr long (16Nos), 7 mtr long (12Nos)
98	Nuts and bolts with washers
99	MS Angle Iron for isolators ES/MOM Boxes(75X40X4.8mm)
100	33kV Disc Inslulator tension string
101	33kV Pin Insulators
102	ACSR Wolf Conductor for Bus Bar
103	Jumpers
104	T-Clamp
105	PG-Clamp
106	Red oxide
107	Aluminium Paint
108	Capacitor Bank with APFC Panels
109	capacitor bank (3 Phase, 50Hz,1200KVAr) along with series reactor,11kV Dry Type RVT, HRC Fuse,Vacuum Contractor, O/D Type inmetallic enclosure with Automatic Capacitor switch, APFC Panel , control cable and lugs Al Bus Bars, Epoxy Insulators etc. Allied accessories for capacitor bank eg. 3 LA(9KV) with structure and foundation Bolt 1 set of 11kV, 1250A Isolator with earth switch and support structure ,bolts,lugs,jumpers with earthing material
110	Trasporation
111	11 KV HT line (9.300 Km)
112	ACSR 6/1/4.72 (100mm²) {Includes 3 conductor lengths for 3Φ and Additional 1% (Sag, Jumpering and wastage}
113	Steel Tubular Poles (11 m, Working Load > 227 kgf/m²) (with Ruling Span 90 m, 8 No. Run thro' and 3 No. Double Pole Dead End Structures)
114	Muffs (2000mm) with concerete filling
115	Run Thro' Structures (∆ Formation): on Single Pole Structures (Adopt Eight (8) No. Run-through Structures per Km) -
116	Cross Arm: [Channel Iron (100x50x6 mm), Length: 1270 mm i/c tolerance of 100 mm either side) x 8 structure
117	Angle Iron (50x50x6 mm), Length: 750 mm x 2 No. x 8 structures
118	Pole Top Bracket [MSCI:100x50x6 mm- 100 mm]
119	11 kV Pin Insulators (Porcelain, 12 kV, 10 KN): 3 No per pole structure
120	Dead End Structures: (Adopt three (3) No. per Km) on Double Pole (Prefer along road side)
121	Belt Set - MS Angle Iron: 50x50x6, Length :1800 mm x 2 No.
122	X-Bracing Set - MS Angle Iron: 50x50x6, Length: 2125 mm x 2 No.
123	X-Arm (Horizontal) - MS Channel Iron C type: 100X50x6, Length: 2340 mm x 2 No.] ∆ Formation
124	Discs insulator sets on Dead End structures (comprising 1 No. Disc: ^^(Polymeric, BS, 12 kV, 90 kN) including Dead End Clamps, Straight stapples & Bend Stapples etc.) x (3 No. conductors) x (2 No. sides)
125	11 kV Pin Insulators (Polymeric, 12 kV, 10 kN): 3 No per double pole structure
126	HT Stay / Guy Arrangement
127	Stay set complete in all respect (i/c Stay Clamp) (1No./ Single Pole , 4 No. / Double Pole Structures)
128	Stay Wire (7/3.15 mm) (10.0 kg Per Stay Set)
129	Earthing
130	HT Earthing set complete
131	Single Continous Earth wire (GI, 8 SWG) {alongwith 2 wire lengths for avg. one road crossing @ 20 m and Additional 3% (Sag, Earthing, Cross lacing above road and wastage)} @ 0.102 kg/m
132	Eye Hook for earth wire
133	MS Angle Iron: 50x50x6, Length : 2800 mm for Road crossing
134	Half clamps: [On Double Pole Dead End structure: 4 No; On Run Thro' structure: 2 No ]
135	Full clamps: [On Double Pole Dead End structure: 4 No, Single Pole Run Thro' structure: 2 No]
136	Danger Plate (250X200X1.6 mm)
137	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]
138	Barbed Wire
139	Red Oxide
140	Aluminium Paint
141	Transportation
142	11 KV HT line on AB Cable (2.000 Km) (Make Havells/ Ploycab & KEI)
143	11 kV AB Cable [Size: (3x150+1X150 mm²) x 2 Cables{additional 1% sagging & wastage) (Make Havells/ Ploycab & KEI)
144	Steel Tubular Poles (11 m, Working Load > 227 kgf/m²) (with Ruling Span 90 m, 8 No. Run thro' and 3 No. Double Pole Dead End Structures)
145	Muffs (2000mm) with concerete filling
146	Stay Set Complete (i/c stay clamp)
147	Stay Wire (7/4 mm) (9.0 kg Per Stay Set)
148	X-Arm (Horizontal) - MS Channel Iron: 100X50x6, Length [600 mm]
149	Knee Bracing set 1100 mm (65X65x6) mm
150	Half Clamp for Cross Arm
151	Full Clamp (Knee Bracing)
152	Anchoring Assembly for HT
153	Suspension Assembly for HT
154	Facade Hooks for HT
155	Heat Shrinkable Straight Through Jointing Kit
156	Cable Termination kit
157	T-Jointing kit
158	HT Earthing set complete (preferbly coil earthing)
159	Nut and Bolts
160	Red Oxide
161	Aluminium paint
162	Single Continous Earth wire (GI, 8 SWG){{alongwith 2 wire lengths for avg. one roadcrossing @ 20 m and Additional 3% (Sag wastageand for connecting with earth coil))}@ 0.102 kg/m
163	Barbed Wire
164	Danger plate
165	Transportation
166	11 KV HT line on Covered Conductor (1.000 Km)
167	Covered Cond. (AAAC, 12kV, 305 Amps, 99mm²) [EN 50397-1:2006] (Make APAR or equivalent)
168	Steel Tubular Poles (11 m, Working Load > 227 kgf/m²) (with Ruling Span 90 m, 8 No. Run thro' and 3 No. Double Pole Dead End Structures)
169	Muffs (2000mm) with concerete filling
170	Run Thro' Structures (∆ Formation): on Single Pole Structures (Adopt Eight (8) No. Run-through Structures per Km) -
171	Cross Arm: [Channel Iron (100x50x6 mm), Length: 1270 mm i/c tolerance of 100 mm either side) x 8 structure
172	Angle Iron (50x50x6 mm), Length: 750 mm x 2 No. x 8 structures
173	Pole Top Bracket [MSCI:100x50x6 mm- 100 mm]
174	11 kV Pin Insulators (Polymeric, 12 kV, 10 KN): 3 No per pole structure
175	Dead End Structures: (Adopt three (3) No. per Km) on Double Pole (Prefer along road side)
176	Belt Set - MS Angle Iron: 50x50x6, Length :1800 mm x 2 No.
177	X-Bracing Set - MS Angle Iron: 50x50x6, Length: 2125 mm x 2 No.
178	X-Arm (Horizontal) - MS Channel Iron C type: 100X50x6, Length: 2340 mm x 2 No.] ∆ Formation
179	Discs insulator sets on Dead End structures (comprising 1 No. Disc: ^^(Polymeric, BS, 12 kV, 90 kN) including Dead End Clamps, Straight stapples & Bend Stapples etc.) x (3 No. conductors) x (2 No. sides)
180	11 kV Pin Insulators (Polymeric, 12 kV, 10 kN): 3 No per double pole structure
181	HT Stay / Guy Arrangement
182	Stay set complete in all respect (i/c Stay Clamp) (1No./ Single Pole , 4 No. / Double Pole Structures)
183	Stay Wire (7/3.15 mm) (10.0 kg Per Stay Set)
184	Earthing
185	HT Earthing set complete
186	Single Continous Earth wire (GI, 8 SWG) {alongwith 2 wire lengths for avg. one road crossing @ 20 m and Additional 3% (Sag, Earthing, Cross lacing above road and wastage)} @ 0.102 kg/m
187	Eye Hook for earth wire
188	MS Angle Iron: 50x50x6, Length : 2800 mm for Road crossing
189	Half clamps: [On Double Pole Dead End structure: 4 No; On Run Thro' structure: 2 No ]
190	Full clamps: [On Double Pole Dead End structure: 4 No, Single Pole Run Thro' structure: 2 No]
191	Danger Plate (250X200X1.6 mm)
192	Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]
193	Barbed Wire
194	Red Oxide
195	Aluminium Paint
196	Trasporation
197	Erection Part
198	33/11kV, 2x3.15 MVA Power Transformer(s)
199	33/11 KV S/stn including SCADA Installation
200	Erection of 33 kV HT Line
201	Erection on 11kV Line on cond.
202	Erection on 11kV Line on AB cable
203	Erection on 11kV Line on Covered cond.
204	Site development and providing retaining walls
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. Ordinary rock
206	Earth work in surface excavation not exceeding 30 cm in (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.
207	Centering and shuttering including strutting, propping etc. and removal of form work for retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
208	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)
209	Providing and fixing on wall face 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, (i) Single socketed pipes. 110 mm diameter
210	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
211	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
212	Panel Fencing for construction of new 33/11 KV, 2x3.15 MVA Sub-station Samloti at Sunehar
213	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand): 4 graded stone aggregate 12.5mm nominal size)
214	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand)
215	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
216	Providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers
217	Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing
218	Finishing walls with water proofing cement paint of required shade. New work (Two or more coats applied @ 3.84 kg/10 sqm)
219	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work.
220	C/O Main Gates for construction of new 33/11 KV, 2x3.15 MVA Sub-station Samloti at Sunehar
221	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.
222	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)
223	Centering and shuttering including strutting, propping etc. and removal of form for:
224	Foundations, footings, bases of columns, etc. for mass concrete.
225	Columns, Pillars, Piers, Abutments, Posts and Struts
226	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)
227	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)
228	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.
229	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
230	15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand).
231	Finishing walls with water proofing cement paint of required shade. New work (Two or more coats applied @ 3.84 kg/10 sqm)
232	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work.
233	C/O Cement concrete road
234	Earth work 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-in-charge. All kinds of soil.
235	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, 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 : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
237	Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
238	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.
239	Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
240	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
241	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work.
242	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
243	C/o Transformer Foundation [Power X-Former] complete in all respect
244	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.
245	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)
246	Centering and shuttering including strutting, propping etc. and removal of form for:
247	Foundations, footings, bases of columns, etc. for mass concrete.
248	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
249	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)
250	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)
251	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.
252	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
253	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.
254	Supplying, filling, spreading & leveling gravels of approved size in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge.
255	C/o Station Transformer Foundation complete in all respect
256	PCC 1:3:6 [L-1.65×B-1.65×H-0.075=0.20m3
257	RCC 1:1.5:3 [Raft: L-1.5×B-1.5×H-0.25= 0.56m3, Coloumns: L-1×B-1×H-2.25=2.25m3
258	TOR Steel/ Mild Steel
259	Structural Steel
260	C/o Circuit Breaker Foundation complete in all respect
261	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.
262	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)
263	Centering and shuttering including strutting, propping etc. and removal of form for:
264	Foundations, footings, bases of columns, etc. for mass concrete.
265	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)
266	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.
267	C/o Outdoor Trenches complete in all respect
268	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.
269	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)
270	Centering and shuttering including strutting, propping etc. and removal of form for:
271	Foundations, footings, bases of columns, etc. for mass concrete.
272	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
273	1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size)
274	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
275	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)
276	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.
277	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
278	15mm 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)
279	C/o Indoor Trenches complete in all respect
280	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.
281	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)
282	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level
283	1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size)
284	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
285	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
286	15mm 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).
287	C/o Baffle Wall complete in all respect
288	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.
289	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)
290	Centering and shuttering including strutting, propping etc. and removal of form for:
291	Foundations, footings, bases of columns, etc. for mass concrete.
292	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)
293	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.
294	C/o Control Room Building complete in all respect
295	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.
296	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)
297	Centering and shuttering including strutting, propping etc. and removal of form for :
298	Foundations, footings, bases of columns, etc. for mass concrete
299	Suspended floors, roofs, landings, balconies and access platform
300	Lintels, beams, plinth beams, girders, bressumers and cantilevers
301	Columns, Pillars, Piers, Abutments, Posts and Struts
302	Stairs, (excluding landings) except spiralstaircases
303	Edges of slabs and breaks in floors and walls Under 20 cm wide
304	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)
305	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)
306	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).
307	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.
308	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
309	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)
310	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
311	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
312	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
313	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) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron)
314	For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron)
315	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 5 mm thickness (weight not less than 12.50 kg/ sqm)
316	Providing and fixing aluminium work for doors, windows, board 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 sides
317	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. With 12 mm mild steel U beading
318	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineerin- charge. (Only weight of grill to be measured for payment).
319	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. With stainless steel cover plate minimum 1.25 mm thickness
320	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 : 300x16 mm
321	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 :
322	200x10 mm
323	100x10 mm
324	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 :
325	125 mm
326	100 mm
327	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 stopper
328	Providing and fixing bright finished brass hard drawn hooks and eyes : 150 mm
329	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
330	Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 25 mm dia (heavy type)
331	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
332	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
333	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm 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.
334	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
335	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube
336	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
337	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover
338	Providing and fixing ball bearing for rolling shutters.
339	Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area
340	6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
341	15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
342	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.
343	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.
344	Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
345	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
346	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.
347	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors herever required : W.C. pan with ISI marked white solid plastic seat and lid
348	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
349	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
350	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
351	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern
352	Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms
353	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia
354	Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore
355	Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm
356	Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
357	Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
358	Providing and fixing toilet paper holder : C.P. brass
359	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
360	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore
361	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore
362	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete
363	(a) 15 mm nominal bore
364	(b) 25 mm nominal bore
365	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 1729
366	Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia
367	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall
368	(i) 15 mm nominal bore
369	(ii) 25 mm nominal bore
370	Providing and fixing on wall face 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, (i) Single socketed pipes.
371	110 mm diameter
372	75 mm diameter
373	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. Bend 87.5° 110 mm bend
374	110 mm diameter
375	75 mm diameter
376	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore
377	Supplying and fixing C.I. cover without frame for manholes : 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg
378	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
379	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15 mm nominal bore
380	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
381	1000 liters net capacity tank
382	C/o Septic Tank complete in all respect
383	Earth work 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
384	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
385	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size)
386	Brick work with common burnt clay F.P.S. (modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand
387	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in
388	15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand)
389	Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform
390	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)
391	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level nThermo-Mechanically Treated bars of grade Fe-500D or more
392	Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
393	Prov. Electrical Installation complete in all respect
394	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel l conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
395	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
396	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
397	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
398	Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 25 mm
399	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
400	2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
401	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
402	2 X 4 sq. mm + 1 X 4 sq. mm earth wire
403	2 X 6 sq. mm + 1 X 6 sq. mm earth wire
404	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.
405	1 or 2 Module (75mmX75mm)
406	4 Module (125mmX75mm)
407	6 Module (200mmX75mm)
408	8 Module (125mmX125mm)
409	12 Module (200mmX150mm)
410	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
411	5/6 amps switch
412	Bell push
413	15/16 amp switch
414	6 pin,15/16 Amp socket outlet.
415	3 pin, 5/ 6 Amps socket outlet.
416	Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/wooden block including connection etc as required
417	Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required
418	Supplying and fixing PVC batten/ angle holder including connection etc. as required
419	Providing and fixing following surface mounting T5 luminaries with powder coated CRCA sheet steel housing, mirror optics reflector, electronic ballast, decorative end caps, suitable for 28 watt FTL (T5), complete with all accessories (excluding the T-5 Tube), connections, testing and commissioning etc. as required. 2 x28 watt-FTL(T5) (Category-A)
420	Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required:- Ceiling Fan 1400 mm sweep, Category-A
421	Providing and installation of exhaust fan of following sizes in the existing opening, including making the hole to suit the size of the above fan, making good the damages, connections, testing and commissioning etc. as required:- Exhaust Fan, Heavy duty, 300 mm sweep
422	Supplying and fixing of bulk head fitting of all sizes and shapes, containing one No. thread type CFL lamp holder (s), complete with all accessories but excluding CFL lamp including making connections, testing etc. as required. Bulk head fitting, CFL type (Category-A)
423	Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator). 12 way, Double door
424	Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole and neutral
425	Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63A
426	Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63A
427	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required.
428	Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. Please Enable Macros to View BoQ information

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Tender For Tender For System Improvement Scheme For Construction Of 33/11Kv 2X3.15Mva Gis Sub-Station Samloti At Sunehar In Tehsil Nagrota Bagwan Of Distt Kangra (Hp) Under Electrical Division, Hpsebl, Nagrota Bagwan (Bid No:- Cekz-61-Si-2025-26), Nagrota-Himachal Pradesh

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Tender For Tender For System Improvement Scheme For Construction Of 33/11Kv 2X3.15Mva Gis Sub-Station Samloti At Sunehar In Tehsil Nagrota Bagwan Of Distt Kangra (Hp) Under Electrical Division, Hpsebl, Nagrota Bagwan (Bid No:- Cekz-61-Si-2025-26), Nagrota-Himachal Pradesh

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