Combined Station Works Including Civil, Mechanical, Electrical, Telecom & Instrumentation Works, For Development Of Hydrogen Blending & Slip Stream Facilities At Panipat, Panipat-Haryana

TDR : 46532693

Tender Notice
Corrigendum Details
BOQ

Expired

Panipat , Haryana

Tender Brief : Corrigendum : Combined Station Works Including Civil, Mechanical, Electrical, Telecom & Instrumentation Works, For Development Of Hydrogen Blending & Slip Stream Facilities At Panipat

Document Fees
Refer document

EMD
₹ 214000.0 /-

Tender Value
₹ 8.54 Crore /-

Submission Date
15-01-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	13-01-2025	Addendum3	Date	15-01-2025
2	06-01-2025	Addendum-2	Date	10-01-2025
3	27-12-2024	Addendum-1	Date	03-01-2025

Name of Work: COMBINED STATION WORKS INCLUDING CIVIL, MECHANICAL, ELECTRICAL, TELECOM & INSTRUMENTATION WORKS, FOR DEVELOPMENT OF HYDROGEN BLENDING & SLIP STREAM FACILITIES AT PANIPAT

Sl. No.	Item Description
1	GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ.
2	CSW - Mechanical
3	1 SUPPLY - MECHANICAL
4	Supply and delivery of Spiral Wound Metallic Gaskets with SS Inner & Outer Rings as per technical specifications from approved vendors specified in tender document:
5	600#
6	24\" SWMG ANSI 600#
7	16\" SWMG ANSI 600#
8	12\" SWMG ANSI 600#
9	10\" SWMG ANSI 600#
10	6\" SWMG ANSI 600#
11	4\" SWMG ANSI 600#
12	3\" SWMG ANSI 600#
13	2\" SWMG ANSI 600#
14	1\" SWMG ANSI 600#
15	3/4\" SWMG ANSI 600#
16	Supply and delivery of Steel Fasteners as per technical specifications from approved vendors specified in tender document:
17	600#
18	Fasteners forFlanges 24\" x 600#(1.875\" Dia. X 14.25\" Length)
19	Fasteners forFlanges 16\" x 600#(1.500\" Dia. X 11.00\" Length)
20	Fasteners forFlanges 12\" x 600#(1.25\" Dia. X 9.75\" Length)
21	Fasteners forFlanges 10\" x 600#(1.25\" Dia. X 9.5\" Length )
22	Fasteners forFlanges 6\" x 600#(1.0\" Dia. X 7.5\" Length)
23	Fasteners forFlanges 4\" x 600#(0.875\" Dia. X 7.75\" Length) - extended stud length for flanges with spectacle blind
24	Fasteners forFlanges 4\" x 600#(0.875\" Dia. X 6.50\" Length)
25	Fasteners forFlanges 3\" x 600#( 0.75\" Dia. X 5.50\" Length )
26	Fasteners forFlanges 2\" x 600#(0.625\" Dia. X 5.75\" Length) - extended stud length for flanges with spectacle blind
27	Fasteners forFlanges 1\" x 600#(0.625\" Dia. X 4.0\" Length )
28	Fasteners forFlanges 3/4\" x 600#(0.625\" Dia. X 4.0\" Length)
29	Supply and delivery of Steel Flanges & Blinds as per technical specifications from approved vendors specified in tender document:
30	Flanges - WNRF 600#
31	24\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 F70
32	16\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 F65
33	12\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 F60
34	10\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 F56
35	6\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A694 F52
36	4\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A105
37	4\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1
38	3\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A105
39	2\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1
40	1\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1
41	3/4\", WNRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1
42	Blinds - BLRF 600#
43	4\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1
44	3\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1
45	2\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1
46	1\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1
47	3/4\", BLRF FLANGE, ANSI - 600# (B 16.5)-ASTM A350 LF2 CL 1
48	Supply and delivery of Spectacle Blinds as per technical specifications from approved vendors specified in tender document:
49	Spectacle Blinds - SBRF 600#
50	4\" Spectacle Blind 600# F/F R/F- ASTM A350 LF2 CL 1
51	4\" Spectacle Blind 600# F/F R/F- ASTM A105
52	2\" Spectacle Blind 600# F/F R/F- ASTM A350 LF2 CL 1
53	Supply and delivery of Valves for use in process piping as per technical specifications from approved vendors specified in tender document:
54	API 6D BALL VALVE - MANUAL OPERATED
55	2\" W/W ANSI 600# A/G, API 6D BALL VALVE - BODY AND END COVER MoC - ASTM A350 LF2/ASTM A352 LCC
56	4\" F/F ANSI 600# A/G, API 6D BALL VALVE - BODY AND END COVER MoC - ASTM A105
57	4\" F/F ANSI 600# A/G, API 6D BALL VALVE - BODY AND END COVER MoC - ASTM A216 WCB
58	4\" F/F ANSI 600# A/G, API 6D BALL VALVE - BODY AND END COVER MoC - ASTM A350 LF2 CL 1
59	4\" F/F ANSI 600# A/G, API 6D BALL VALVE - BODY AND END COVER MoC - ASTM A352 LCC
60	3\" F/F ANSI 600# A/G, API 6D BALL VALVE - BODY AND END COVER MoC - ASTM A350 LF2/ASTM A352 LCC
61	2\" F/F ANSI 600# A/G, API 6D BALL VALVE - BODY AND END COVER MoC - ASTM A350 LF2/ASTM A352 LCC
62	API 6D BALL VALVE - MOTOR OPERATED
63	4\" F/F ANSI 600# A/G, API 6D BALL VALVE - BODY AND END COVER MoC - ASTM A352 LCC - MOTOR OPERATED
64	ISO 17292 BALL VALVE - MANUAL
65	1\" W/W ANSI 800# A/G, BALL VALVE - ISO 17292 - BODY AND END COVER MoC - ASTM A350 LF2/ASTM A352 LCC
66	3/4\" W/W ANSI 800# A/G, BALL VALVE - ISO 17292 - BODY AND END COVER MoC - ASTM A350 LF2/ASTM A352 LCC
67	GLOBE VALVES - BS 1873/ISO 15761/API 623
68	4\" F/F ANSI 600# A/G, BS 1873/API 623 GLOBE VALVE - BODY AND BONNET MoC - ASTM A105
69	4\" F/F ANSI 600# A/G, BS 1873/API 623 GLOBE VALVE - BODY AND BONNET MoC - ASTM A216 WCB
70	4\" F/F ANSI 600# A/G, BS 1873/ISO 15761/API 623 GLOBE VALVE - BODY AND BONNET MoC - ASTM A350 LF2 CL1
71	4\" F/F ANSI 600# A/G, BS 1873/ISO 15761/API 623 GLOBE VALVE - BODY AND BONNET MoC - ASTM A352 LCC
72	2\" F/F ANSI 600# A/G, ISO 15761 GLOBE VALVE - BODY AND BONNET MoC - ASTM A350 LF2 CL1 / ASTM A352 LCC
73	PRESSURE SAFETY VALVE (PSV)
74	1\"x2\"x600# x300# PSV -ASTM A350 LF2/ASTM A352 LCC
75	Supply and delivery of pipe fittingsas per technical specifications from approved vendors specified in tender document:
76	Un Equal Tee - 600#
77	4\"x2\" 600# (Sch.80 x Sch.160) -Unequal Tee-ASTM A420 Gr.WPL6
78	2\"x1\" 600# (Sch.160 x Sch.160) -Unequal Tee-ASTM A420 Gr.WPL6
79	2\"x3/4\" 600# (Sch.160 x Sch.160) -Unequal Tee-ASTM A420 Gr.WPL6
80	Equal Tee - 600#
81	4\" 600# Equal Tee (Sch.80) -ASTM A420 Gr.WPL6
82	3\" 600# Equal Tee (Sch.160) -ASTM A420 Gr.WPL6
83	2\" 600# Equal Tee (Sch.160) -ASTM A420 Gr.WPL6
84	1\" 600# Equal Tee(Sch.160) -ASTM A350 LF2 Cl.1
85	3/4\" 600# Equal Tee(Sch.160) -ASTM A350 LF2 Cl.1
86	Elbow-90 deg LR Bends - 600#
87	30\" 600# 90 deg LR Bend (0.812\") -MSS SP 75 ASTM A860 WPHY 70
88	24\" 600# 90 deg LR Bend (0.625\") -MSS SP 75 ASTM A860 WPHY 70
89	16\" 600# 90 deg LR Bend (0.438\") -MSS SP 75 ASTM A860 WPHY 65
90	12\" 600# 90 deg LR Bend (0.406\") -MSS SP 75 ASTM A860 WPHY 60
91	10\" 600# 90 deg LR Bend (0.344\") -MSS SP 75 ASTM A860 WPHY 56
92	6\" 600# 90 deg LR Bend(0.312\") -MSS SP 75 ASTM A860 WPHY 52
93	4\" 600# 90 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6
94	3\" 600# 90 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6
95	2\" 600# 90 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6
96	1\" 600# 90 deg LR Bend (Sch.160) -ASTM A350 LF2 Cl.1
97	3/4\" 600# 90 deg LR Bend (Sch.160) -ASTM A350 LF2 Cl.1
98	Elbow-45 deg LR Bends - 600#
99	4\" 600# 45 deg LR Bend (Sch.80) -ASTM A420 Gr.WPL6
100	3\" 600# 45 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6
101	2\" 600# 45 deg LR Bend (Sch.160) -ASTM A420 Gr.WPL6
102	1\" 600# 45 deg LR Bend (Sch.160) -ASTM A350 LF2 Cl.1
103	3/4\" 600# 45 deg LR Bend (Sch.160) -ASTM A350 LF2 Cl.1
104	Concentric Reducers - 600#
105	30\"X24\" 600# Concentric Reducer (0.812\" X 0.625\") -MSS SP 75 ASTM A860 WPHY 70
106	24\"x16\" 600# Concentric Reducer (0.625\" X 0.438\") -MSS SP 75 ASTM A860 WPHY 70
107	16\"x12\" 600# Concentric Reducer (0.438\" X 0.406\") -MSS SP 75 ASTM A860 WPHY 65
108	12\"x10\" 600# Concentric Reducer (0.406\" X 0.344\") -MSS SP 75 ASTM A860 WPHY 60
109	10\"x8\" 600# Concentric Reducer (0.344\" X Sch.80) -MSS SP 75 ASTM A860 WPHY 56
110	10\"x6\" 600# Concentric Reducer (0.344\" X Sch.80) -MSS SP 75 ASTM A860 WPHY 56
111	8\"x6\" 600# Concentric Reducer (Sch.80 X Sch.80) -ASTM A234 WPB
112	6\"x4\" 600# Concentric Reducer (0.312\" X Sch.80) -MSS SP 75 ASTM A860 WPHY 52
113	4\"x2\" 600# Concentric Reducer (Sch.80 X Sch.160) -ASTM A420 Gr.WPL6
114	3\"x2\" 600# Concentric Reducer (Sch.160 X Sch.160) -ASTM A420 Gr.WPL6
115	2\"x1\" 600# Concentric Reducer (Sch.160 X Sch.160) -ASTM A420 Gr.WPL6
116	2\"x3/4\" 600# Concentric Reducer (Sch.160 X Sch.160) -ASTM A420 Gr.WPL6
117	Half coupling (Soc-o-let) & Nipple
118	1\" 6000 lbs Nipple-ASTM A350 LF2
119	3/4\" 6000 lbs Nipple-ASTM A350 LF2
120	1\" 6000 lbs HALF COUPLING -ASTM A350 LF2
121	3/4\" 6000 lbs HALF COUPLING -ASTM A350 LF2
122	Weld-o-let - 600#
123	30\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1
124	24\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1
125	16\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1
126	12\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1
127	10\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1
128	8\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1
129	6\"X2\" 600# (Sch. 160) W-o-L-ASTM A350 Gr.LF2, CL 1
130	Supply and delivery of API 5L/ ASTM A106 / ASTM A333 Gr.6 pipes as per technical specifications from approved vendors specified in tender document:
131	Pipe - API 5L X70 PSL-2 LSAW, 30\" OD, 0.812\" WT, BE
132	Pipe - API 5L X70 PSL-2 HSAW, 24\" OD, 0.625\" WT, BE
133	Pipe - API 5L X65 PSL-2 HFERW, 16\" OD, 0.438\" WT, BE
134	Pipe - API 5L X60 PSL-2 HFERW, 12.75\" OD, 0.406\" WT, BE
135	Pipe - API 5L X56 PSL-2 HFERW, 10.75\" OD, 0.344\" WT, BE
136	Pipe - API 5L X52 PSL-2 SMLS, 6.625\" OD, 0.312\" WT, BE
137	4.50\" OD x Sch.80 ASTM A 333 Gr.6 PIPE
138	4.50\" OD x Sch.80 ASTM A 106 Gr.B PIPE
139	3.5\" OD x Sch.160ASTM A 333 Gr.6 PIPE
140	2.375\" OD x Sch.160 ASTM A 333 Gr.6 PIPE
141	1.315\" OD x Sch.160 ASTM A 333 Gr.6 PIPE
142	1.050\" OD x Sch.160 ASTM A 333 Gr.6 PIPE
143	Supply and delivery of Fire Fighting Equipment as per techhnical specifications indicated in tender document:
144	9 kgDCP Extinguisher- IS 15683 Marked
145	4.5 kg CO2 Extinguisher- IS 15683 Marked
146	2 kgCO2 Extinguisher- IS 15683 Marked
147	2 kg clean agent extinguishers IS 15683 Marked
148	Sand drum with scoop
149	Pair of Rubber hand gloves for Electrical work bearing IS mark
150	Fire Bucket
151	Extinguisher Box for 9kg DCPExtinguisher
152	Dry Chemical Powder silliconised potasium bicarbonate type IS marked, pack of 10 KG
153	CO2 cartridge - 200 gm capacity for 9 kg capacity DCP extinguisher
154	Supply and delivery of Flame Arrestor as per technical specifications indicated in tender document:
155	4\" Flame Arrester
156	2 SERVICE - MECHANICAL
157	Above Ground Equipments Installation: Taking delivery of equipments from designated stores/stockyard,shifting / transporting to station premises, placing on pre-constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water/ nitrogen as applicable, draining, checking, testing with Nitrogen, dressing and making good of the foundation and completing the work in allrespects in accordance with the relevant drawings, manufacturer\"s installation instructions, specifications and instructions of Site Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment.
158	H2 Compressor Skid
159	H2 Blending Skid
160	Slip Stream Skid including GC
161	Metering Streams in the Form of Skids
162	Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallicgaskets & fasteners, insulating gaskets, etc. from designated location within station premises/ stockyard/ store, transporting the same to site, fabrication and erection of above ground piping including cutting,edge preparation, bending, threading, lining up, welding and intsalling pipes and pipe fittings, flanges,elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, pressure safety valves, thermowells etc.,installing abovegroundatallelevations connectingwith equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, cleaning by card board blasting, hydrostatic testing of each section by water to the specified pressure and carrying out low pressure pneumatic testing at specified pressure, draining the water and drying the piping with nitrogen, helium leak testing, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Note: Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
163	FOR PROCESS PIPING
164	30\" OD x 0.812\" WT APL 5L X 70
165	24\" OD x 0.625\" WT APL 5L X 70
166	16\" OD x 0.438\" WTAPL 5L X 65
167	12.75\" OD x0.406\" WT API 5L X60
168	10.75\" OD x 0.344\" WT API 5L X56
169	6.625\" OD x 0.312\" API 5L X 52
170	4.5\" OD xSch.80 ASTM A106 GR.B/A333 GR.6
171	3.5\" OD x Sch.160 ASTM A333 GR.6
172	2.375\" OD x Sch.160 ASTM A333 GR.6
173	1.315\" OD x Sch.160 ASTM A333 GR.6
174	1.050\" OD x Sch.160 ASTM A333 GR.6
175	Underground process piping: Taking delivery of pipes (bare/3LPE coated), pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises/stockyard/stores transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, pressure safety valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc., cleaning the material surface by sandblast or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc., and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compresed air, cleaning by card board blasting, hydrostatic testing of each section by water to the specified pressure and carrying out low pressure pneumatic testing at specified pressure, draining the water and drying the piping with nitrogen, helium leak testing, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC.In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separately as per relevant SOR item.
176	FOR PROCESS PIPING
177	4.5\" OD x Sch.80 ASTM A333 GR.6
178	3.5\" OD x Sch.160 ASTM A333 GR.6
179	2.375\" OD x Sch.160 ASTM A333 GR.6
180	1.315\" OD x Sch.160 ASTM A333 GR.6
181	\"Installation of Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, carrying out pre-hydrotesting of valve and seat test of valve before installation of valve at specified pressure as per instruction of EIC, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, flood coating and wrapping of under ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer\"s installation instructions and specifications and instructions of the Site Engineer / EIC. Note: Payment for conctruction of foundations shall be done seprately as per relevant SOR item.\"
182	API 6D BALL VALVE - MOTOR OPERATED
183	4\"x ANSI 600# F/F, A/G, API 6D Ball Valve - Motor Operated
184	API 6D BALL VALVE -Gear / Lever Operated
185	2\"x 600# Fully-Welded W/W, A/G
186	4\"x 600#, Bolted F/F, A/G
187	3\"x 600#, Bolted F/F, A/G
188	2\"x 600#, Bolted F/F, A/G
189	BS 5351/ISO 17292 BALL VALVE
190	1\"x ANSI 800# HOV W/W BALL VALVE
191	3/4\"x ANSI 800# HOV W/W BALL VALVE
192	GLOBE VALVES - BS 1873/ISO 15761/API 623
193	4\"x ANSI 600# F/F A/G GLOBE VALVE
194	2\"x ANSI 600# F/F A/G GLOBE VALVE
195	PRESSURE SAFETY VALVE (PSV)
196	1\"x2\"x600# x300# PSV
197	CONTROL VALVE
198	2\" x 600# Flow Control Valve
199	Radiographic Inspection: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/films and interpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films / images as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents.Note: i)Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii)Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor\"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. vii) In case of conventional film radiography, all films shall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files along with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
200	30\" NBPipe Joints
201	24\" NBPipe Joints
202	16\" NBPipe Joints
203	12\" NBPipe Joints
204	10\" NBPipe Joints
205	8\" NBPipe Joints
206	6\" NBPipe Joints
207	4\" NBPipe Joints
208	3\" NBPipe Joints
209	2\" NBPipe Joints
210	1\" NBPipe Joints
211	3/4\" NBPipe Joints
212	Sinlge Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligning without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC.Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal.
213	4\" OD
214	Double Cut Joint Hook-up: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC.Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal.
215	4\" OD
216	Piping Modification: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition,taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of Site Enginner, Item covers only modification / rework jobs.) Payment as per actual inch-dia. welding.
217	Dismantling of Structures: Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) of existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excavation work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pump station premises and handing over, completing the workin all respect as per drawings, instruction of the Site Engineer / EIC.
218	Dismantling of Piping (Aboveground): Dismantling of existing over ground piping works of all types and sizes by opening flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work.The job includes cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner\"s designated store in safe manner to avoid damage including supply of all labour, materials, equipments, consumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer/ EIC (payment shall be made on linear measurement of dismantled piping including bends tees etc.).Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantelled.
219	Development of Approved for Construction Drawings, As-Built Drawings, Data Sheets etc.: Development of Approved for Construction Drawings, As-built drawings, data sheets, system details covering all additional facilities incorporated under this project in the station and furnishing them as reference document. Additionally, electronic copy of the documents shall also be furnished in pendrive and googledrive/onedrive link
220	Flexibility and Piping Stress Analysis as per specifications
221	3 COMPOSITE - MECHANICAL
222	Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erection of platforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.
223	Supply and Erection of Electroforged Grating Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method,after complete fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normany of size 810mm X 250mm for steps and 1200mm X 1000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting with base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.
224	Painting: Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. priming with one coat of primerand painting the surfaces with two coats as per specification, with approved materials, paints, brushes, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC.
225	Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleaning is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75 microns DFT ofInorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 150 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumables, labour, equipment etc. to complete the job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns.
226	PU /liquid epoxy Coating of under ground piping: Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc.and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC.
227	Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc.and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC.
228	Copper Strips/ Flats for Jumpers for Flanged Joints of the Product Process Piping: Supply and Installation of one copper jumper per flanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping,The job includes cutting drilling of holes of required size in the copper strips/ flats for bolting purpose and complete the works in all respects as per specifications & drawings and instructions of Site Engineer/ EIC.Note:- Copper jumpers shall be installed in all the flanged joints of Product Process piping only and not in fire water lines.
229	Up to 30 mm wide x 3 mm thick Cu Strip
230	30 - 50 mm wide x 3 mm thick Cu Strip
231	CSW - Civil
232	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
233	In all kinds of soil
234	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge :
235	In all kinds of soil
236	In Ordinary rock
237	In Hard rock (where blasting is prohibited)
238	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m.
239	Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor\"s own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisturecontent to 90% of Proctor\"s density, consolidation androlling with 8 to 10 tonne power rollerin layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
240	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
241	1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources]
242	1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]
243	1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources)
244	1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources]
245	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
246	1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
247	Centering and shuttering including strutting, propping etc. and removal of formwork for :
248	Foundations, footings, bases for columns
249	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
250	Foundations, footings, bases of columns, etc. for mass concrete
251	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
252	Lintels, beams, plinth beams, girders, bressumers and cantilevers
253	Columns, Pillars, Piers, Abutments, Posts and Struts
254	Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anc hor blocks and the like.
255	Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drai n covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessarymoulds, vibrating, tamping, cur ing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,)including making recess in brick wall for pla cing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materia ls, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement s hall be made as per relevant item of SOR.] :
256	With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size).
257	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
258	Thermo-Mechanically Treated bars of grade Fe-500D or more
259	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level :
260	Thermo-Mechanically Treated bars of grade Fe-500 D or more
261	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
262	All works upto plinth level
263	All works above plinth level upto floor V level
264	Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
265	Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
266	Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \"QN\" shall me an \"QUINTAL\"]
267	Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding downbolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer \"s recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge]
268	Painting foundation concrete (RCC) with hot bitumen of grade VG-10 @ 17 Kg/10 sqm including cleaning the foundation concrete with br ushes etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
269	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
270	Cement mortar 1:4 (1 cement : 4 coarse sand)
271	Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingpre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying& applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERGER orany other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work).
272	Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing includinggate, ladders, safety grills, walkways, collapsible gate, signboar ds, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying twocoats of epoxy paint \"EPILUX 155\" High Build Enamel over a coat ofEPILUX 610 Primer of M/s Berger or any other approved equivalen t make as permanufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing a nchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio ns of the Engineer-in-Charge. (excluding the cost of concrete work).
273	Supplying and fixing, shop fabricated M.S. steel Electroforged Welded Gratings (Hot dip galvanised as per IS:2629 and tested as per IS:2633 and IS:6745) of approved make with quantity of zinc coating shall not be less than 9.0 N/sqm of surface area (0.12 mm unifor m thickness) over drains, stair treads etc., wherever required with maximum size of void/ mesh in the grating limited to 33 mm x 50 mm including welding/ fixing/ clamping to base frame, etc. complete in all respects inclusive of cost of all labour, materials, tool s, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
274	Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
275	Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge.
276	Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge.
277	Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
278	15 mm cement plaster on the rough side of single or half brick wall of mix :
279	1:6 (1 cement : 6 fine sand)
280	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
281	6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
282	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
283	Water thinnable cement primer
284	Finishing walls with water proofing cement paint of required shade :
285	New work (Two or more coats applied @ 3.84 Kg/10 sqm)
286	Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete :
287	New work (Two or more coats)
288	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specifica tion including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfini sher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve thedesired density, complete as per specifications and directions of the Engineer-in-Charge.
289	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 (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) PrecastC.C. kerb stones shall be approved by the Engineer-in-Charge.]
290	Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete :
291	100 mm diameter
292	Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge.
293	Providing and filling bituminastic compound in 50mm thick x 150mm deep grooves around foundations, in floors, pavements and expansio n joints, etc. complete as per directions of the Engineer-in-Charge.
294	Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge.
295	Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge.
296	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
297	In all kinds of soil
298	Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to all leads, also including rammingand watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
299	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
300	Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material :
301	Beyond 30 cm girth upto and including 60 cm girth
302	Beyond 60 cm girth upto and including 120 cm girth
303	Beyond 120 cm girth upto and including 240 cm girth
304	Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor\"s own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisturecontent to 90% of Proctor\"s density, consolidation androlling with 8 to 10 tonne power rollerin layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
305	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
306	1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
307	1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]
308	1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources)
309	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
310	Foundations, footings, bases of columns, etc. for mass concrete
311	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
312	Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drai n covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessarymoulds, vibrating, tamping, cur ing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,)including making recess in brick wall for pla cing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materia ls, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement s hall be made as per relevant item of SOR.] :
313	With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size).
314	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
315	Thermo-Mechanically Treated bars of grade Fe-500D or more
316	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
317	All works upto plinth level
318	Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
319	Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
320	Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \"QN\" shall me an \"QUINTAL\"]
321	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
322	Cement mortar 1:3 (1 cement : 3 coarse sand)
323	Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge.
324	Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
325	6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
326	Neat cement punning.
327	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directionsof Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :
328	Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
329	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior todismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved bythe Engineer-in-Charge]
330	Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work as per direction of the Engineer-in-Charge . [Notes: (1) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-i n-Charge. (2) Payment shall be made on the cross sectional area of R.C.C. or R.B. work]
331	Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the workarea shall be done prior to dismantling operations]
332	Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead asper direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the sameshall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations . (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.]
333	Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres.
334	Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete :
335	New work (Two or more coats)
336	Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge.
337	Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknes s with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per s pecifications and directions of the Engineer-in-Charge :
338	With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
339	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specifica tion including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfini sher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve thedesired density, complete as per specifications and directions of the Engineer-in-Charge.
340	Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer\"s specifications & directions of the Engineer-in-Charge :
341	60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.
342	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 (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) PrecastC.C. kerb stones shall be approved by the Engineer-in-Charge.]
343	Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete :
344	100 mm diameter
345	Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of ceme nt mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
346	450 mm dia R.C.C. pipes
347	Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive ofall labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge :
348	1000mm x 1000mm x depth up to 1200mm inner dimensions.
349	750mm x 750mm x depth up to 1000mm inner dimensions
350	Providing barricading of 3.0 m height made of 1mm thick G.S. corrugated sheet with steel angle post (ISA65x65x6) at every 1.5 m inte rval and steel angle bracings (ISA 50x50x6) at every 3.0m interval, embeding posts in cement concrete (1:2:4) padestals of size 450m m x 450mm x 750mm), providing necessary bolts, nuts, fixing, etc. including painting of steel sheet and angles with two coats of alu minium/ synthetic enamel paint over a coat of red oxide zinc chrome primer, inclusive of cost of all labour, material, tools, tackle s, etc. complete in all respects as per drawing, specifications and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific approval of the Engineer-in-Charge].
351	Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarsesand) in foundation and plinth : Cement mortar 1:4
352	Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor fiv e level in : Cement mortar 1:4
353	\"Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffi c parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour& pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sandbedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as perrequired size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge. : 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern\"
354	Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and pro per lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grad es manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table mould s, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and plac ing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stackin g all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cos t of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). Note: Excess/less cement over the specifie d cement content used as per design mix is payable/recoverable separately):Extra for using M-40 instead of M-35
355	CSW - Electrical
356	1 SUPPLY - ELECTRICAL
357	Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge
358	RUBBER HAND GLOVES: Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark.
359	Supply and installation of 11/6.6 KV Discharge Rod
360	Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastomermats as per s pecifications.
361	Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A)
362	Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest)
363	\"Copper LT CablesFRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH,C2, Smoke density<40%\"
364	CU,2CX2.5 mm²,2XWY
365	CU,3CX2.5 mm²,2XWY
366	CU,6CX2.5 mm²,2XWY
367	CU,2CX4 mm²,2XWY
368	\"Aluminium LT CablesFRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH,C2, Smoke density<40% \"
369	AL,3CX10 mm²,A2XFY
370	AL,4CX10 mm²,A2XFY
371	AL,3CX25 mm²,A2XFY
372	AL,3.5CX25 mm²,A2XFY
373	AL,3.5CX35mm²,A2XFY
374	AL,3CX95 mm²,A2XFY
375	2 SERVICE - ELECTRICAL
376	Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres including shoring,strutting etc. (if necessary), backfilling the trench, job complete in all respects,including alllabourand materials comple te asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge
377	WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyketoorigina l condition and disposing off excess materials(within thework site) job complete in all respects including the cost of labou r, tools, materials, load, lifthire charges of equipments, ifany, complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge.
378	Cable Laying: Layingofall typeof cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cableracks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and insta llation of all required materialssuch as fixingclamps, screws, cable straps, tags, etc.as required (other than the supplyof the conduits, cables, pipes, cable racks, trays,poles,structures and panels) complete in all respect, including cost of alllab our, tools, consumable materials, etc. and cutting the cables in required lengths asper drawings, specification and directionsof Site Engineer / Engineer-in-Charge:
379	Power cables LT : OD upto 20 mm
380	Power cables LT : OD above 20 mm and upto 40 mm
381	Power cables LT : OD above 40 mm and upto 60 mm
382	415 V AC 3 phase / 230 V AC single phase motors: Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (includin g space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power cab les, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, arm our etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the c ost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips,labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc.:
383	Capacity above 1 KW and upto 2.5 KW
384	Capacity above 2.5 KW but upto 7.5 KW
385	Capacity above 7.5 KW but upto 50 KW
386	Capacity above 50 KW
387	\"LT Panel: Erection, installation including transportation from owner desginated location, testing and commissioning of415 V, owner supplied power-control- centres, motor control centres, soft starters, APFC panel etc. assembling as required, installation on the already ma de foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & contr ol cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including terminatio n of all power, control cables, installation of thermistor controller, internal wiring, earthing of LT panels, supply of cable gland s etc.complete as per cable schedule, drawings etc.: \"
388	\"Weight of unit above 500 kgbut upto and including 1000 kg \"
389	\"Weight of unit above 1000 kgbut upto and including 3000 kg \"
390	\"Weight of unit above 3000 kgbut upto and including 6000 kg \"
391	Erection, installation including within site transportation, testing and commissioning of415 V , Flameproof distribution boards (F LP-DB) under scope of supply of bidder, assembling as required, installation on the already made foundation channels, aligning, leve lling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duct connection includin g making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge i ncluding cost of all materials, tools labour etc. complete in all respect including termination of all power , control cables, insta llation of thermistor controller, internal wiring, earthing of FLP-DB panels, supply of cable glands etc. complete as per cable sche dule, drawings etc.
392	3 COMPOSITE - ELECTRICAL
393	Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover of width 150 mm, 300 mm, 450 mm & 600 mm asper site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg /Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , asper drawings, specification and directions of Site Engineer / Engineer-in-Charge.
394	Supply, erection, installationand testing of 30M high mast shaft in three sections suitable for wind speed as Per IS-875, with rai sing lowering system comprising, head frame, luminaries carriage suitable to install24 nos luminaries of BENP-20FL-350W LED of Baj aj Make or Equivalent in symmetrical arrangement, double drum winch, 6mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial, including 1 set foundation bolts manufactured from special steel a long with nuts, washers, anchor plates and templates. This includes Supply and installation of24 nos. Integral LED Flood Light Lum inaire with the following components: 02 nos Aluminum Cast luminary body, 02 nos Electronic Circuit & LED drivers, 02 nos Weather pr oof Transparent Cover, 02 nos Luminary Mounting Clamps, 02 nos LED Assembly.350 Watts and 1 set Within Luminary Interconnection. Supply and installation of 2 nos. LED type single dome aviation obstruction lightis also required with one high mast. This also in cludes Supply and installation of 1 no. outdoor stand mounted feeder pillar with 63A, 4-pole MCCB incomer, single dial time switch, 45A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button, Incoming 25/35 sq. mm and outgoing 16 & 2.5 sq. mm terminals. The Control Panel shall be of flame proof type suitable for gas group IIA/IIB.Construction of shallow foundation with M25 grade concrete for the highmast considering the safe soil bearing capacity at si te as 10 T/sqmtr at 2 metre depth with all materials and labour. Lightning Finial shall be insulated from body and head frame of Hig h Mast and a separate down conductor (1Rx1Cx(25/35) sq mm Aluminium Flexible Cable) shall run from the lightning finial to an earthi ng bolt independent of the high Mast structure. Electrical accessories like plug & socket, power tool motor etc at the bottom of hig h mast shall be flame proof type suitable for gas group IIA/IIB. Electrical Accessories like plug & Socket, Power Tool etc at the bo ttom of high mast shall be of flame proof Type Suitable for Gas Group-IIA/IIB. Ref.- Technical specifications.
395	Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, loa d and lift charges, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer /Engineer-in-Charge
396	Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable tren ches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , asper drawing s, specification and directionsofSite Engineer / Engineer-in-Charge.
397	Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, ba ckfilling, materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer/ Engineer-in-Charge.
398	LT Cable joint (1.1 KV): Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply ofrequired materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and t ackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge:
399	Power cables LT : OD above 20 mm and upto 40 mm
400	Power cables LT : OD above 40 mm and upto 60 mm
401	Supplying, installation, testing of GI earthing electrode, including the supply and installationof the CI cover, charcoal /specialbackfill etc. and construction of chamber; complete asper drawings,specifications and directions of the Site Engineer, Including thecostof alllabour, tools, materials etc. completein all respects.
402	Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper pl ate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal, sa lt etc including supply of interconnecting cables / strips including necessary welding etc complete as per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall al so include testing of each earth pit and the entire earthing system on whole. (Note: Earthing for field instruments shall be provide d from Station earth grid covered in Electrical SOR.)
403	Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes grouting of the p late as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc. and as per dir ection of EIC / Site engineer.
404	\"EARTH STRIP / WIRE / ROPE / CABLE:Supply, installing and testing of earthing strip/wire/rope/cable forcompletely making the ear thing grid system by supplying, laying theGI / Cu strip and makingall the necessaryweldingjoints, connecting to the earthingelectrodesand existing earthinggridetc., complete as per drawings, specifications and directions of the Site engineer/Enginee r-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: \"
405	50 mm X 6 mm G.I. earthing strip
406	40 mm X 5 mm G.I. earthing strip
407	25mm x 3 mm copper flat
408	GI wire(8 SWG)
409	Copper cable as per specifications - 10 Sq.mm
410	GI Cable Conduit: Supply, erection & installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s appro val in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fitti ngs such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushingsetc., as requiredJob complete in all respects including the cost of all labour, tools, material etc.and as per specifications a nd directions of site engineer / Engineer-in-Charge:
411	25 mm
412	50 mm
413	100 mm
414	\"FLAME PROOF FITTINGS: All equipment under this category shall be suitable (minimum requirments) for location in zone-I gas group IIA & IIB (Temp. class T3 ) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart fro m separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure: \"
415	FLAMEPROOF LED WELL GLASS FITTING 125 W, Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) Well Glass Light Fixtur e with provision ofCable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB), Double Compres sion type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\", Brass Nickel Plated. Gasket: Neoprene, Hardwar e: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification.
416	FLP/WP PUSH BUTTON STATION - Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approvedm ake with /without ammeter for the motor off control at field including connection and termination of copper control cable, fabricati ng, earthing the supporting structure, painting the same, including supply & installation of double compression cable glands & flameproof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per t he specification and directions of the Site Engineer/Engineer-in-charge including the cost of all labour,tools, materials etc. compl ete in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge:
417	FLP/WP PUSH BUTTON STATION:Ammeter
418	FLP & WP JUNCTION BOX - Supply, erection, installation, testing andcommissioning of flameproof & weather proof junction box for pr oviding cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & inst allation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specificatio ns and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect:
419	4 way junction box with 4 cable entries (4 x 3/4\") at bottom & 20 nos. terminals.
420	FLP/WP DISTRIBUTION BOARDS - Supply, erection, installation, testing andcommissioning of flameproof /weather proof (IP-65) distrib ution board as per technical specification of types mentioned for lighting purpose in MLPU / booster shed etc., including connectionand termination of power cables, earthing wire and conduits etc. including including supply & installation of double compression ca ble glands & flame proof plugs for sealing all spare entriescomplete as per drawings, specifications and direction of the Site Engin eer, including the cost of all labour, tools, consumable materials etc. complete in all respect:
421	Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type-I DBwith Bus bar - 100 A TPN, Incom er - 1 no. 63 A TPN MCB & Outgoing - 9 no. 10 A SPN, MCB
422	Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type-II DB having Bus bar - 100 A TPN, Inc omer - 1 no. 32 A TPN MCB& Outgoing - 3 no. 6 A SPN MCB
423	FLP/WP SWITCH CUM SOCKET - Supply, erection, installation, testing andcommissioning of flameproof /weatherproof switch cum socket /welding receptacle of approved makes to be installed on walls, coloumns, structures, including supply & installation of double comp ression cable glands & flame proof plugs for sealing all spare entries etc., including connection and termination of earthing wire a nd conduits., etc. complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, to ols, consumable materials etc. complete in all respect:
424	415V, 63A, Switch & Socket with Plug (No. of Pins 3P +N+ E), Model EPSS 1563-61 of Baliga or Equivalent approved make
425	Supply and installation of shock treatment chart framed in good qualityglass in English / Hindi / Local Language.
426	Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KVas per IS 255 including fixing on the wallwith all the required hardware etc. complete in English / Hindi/ Local Language.
427	Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugallycast conforming to I.S .458 with 1:3:6concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jo inting of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete i n all respects as per specifications, drawingand the direction of the EIC/Site Engineer:
428	300 mm dia
429	Modular Cable Transit (MCT): Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame i ncluding supply of peelable type, spare block, stay plates compression wedgs etc. with all accessories as per specification consider ing 20 % minimum spare in each module to be installed as per instruction of Engineer in charge/ site engineer:
430	Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrange ment to adjust cable size from 3.5mm to 99mm outer dia
431	Supply, installation and testing of Lightning arrestor on top of the MOV buiding or MOV CP buiding for diverting lightning surges tothe ground. The work shall include supply of 2 Meter long copper lightning arrestor with 5 spronged phenyl rod base plate etc. comp lete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to the m ain earthing grid.
432	CSW - INSTRUMENTATION
433	1 SUPPLY - INSTRUMENTATION
434	Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached.
435	FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4\" & 1 No.- 1\"; Left side entry: 1 No. - 1\" & 3Nos.- 1/2\"; Right side entry: 2 No. - 1\" & 2 Nos.- 1/2\") along with FLP cable glands & FLP plugs for all the cable entries of the J unction as per technical specifications.
436	FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1\"; Left side entry: 3 Nos.- 1/2\"; Right side entry : 3 Nos.- 1/2\") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications.
437	Supply of Cable Glands - flame proof and weather proof including EP/WP certificates:
438	1 1/4\" (5/4\") Cable Glands
439	1\" Cable Glands
440	1/2\" Cable Glands
441	Supply of Plugs - flame proof and weather proof including EP/WP certificates:
442	5/4\" Plugs
443	1\" Plugs
444	1/2\" Plugs
445	Supply of Reducers - flame proof and weather proof including EP/WP certificates:
446	1\" to 1/2\" Reducers
447	1\" to 3/4\" Reducers
448	3/4\" to 1/2\" Reducers
449	Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of h oles for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, ca rriage etc as per specification & the direction of the engineer in-charge/site engineer
450	2 SERVICE - INSTRUMENTATION
451	As built documentation for all stations i.e. Sankari, Irugur, SV locations covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable marker details, d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h) Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope, k) OTDR Traces of the laid OFC.
452	CABLE TRENCH : Excavationin unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres including shoring,strutting etc. (if necessary), backfilling the trench with excavated earth, as directed bySite Engineer,including alllabourand materials complete asper drawings, specification and directionsofSite Engineer.
453	WBM ROAD / CONCRETE BREAKING : WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyketooriginal condition and disposing off excess materials(within thework site) asper specifications and direction of the Site Engineer, job complete in all respects including the cost of labour, tools, materials, load, lifthire charges of equipments, ifany.
454	CABLE LAYING : Layingofarmoured / unarmoured control / signalling cables and installation / pulling of telephone cables of all type in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels, in buildings, walls, ceilings, and on structures etc.;including the supply and installation of all required materialssuch as fixingclamps ,screws, cable straps,tags etc.as required (other than the supplyof the conduits, cables, pipes, cable racks, trays,poles,structures and panels) completeinall respect,as per specifications,drawings and directions of the SiteEngineer, including cost of alllabour, tools, consumable materials etc. and cutting the cables in required lengths: Control cable having outer diameter upto 20mm.
455	Cables having outer diameter upto 20mm.
456	Cables having outer diameter upto 20 mm to 30mm.
457	Cables having outer diameter upto 30 mm to 40mm.
458	3 COMPOSITE - INSTRUMENTATION
459	Installation ofexplosion proof/flame proof junction boxes, non-flame proof junctionbox for marshalling of control cables, terminating the cables at field and control panel end, mounting the junction boxes, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, cement concrete, painting, GI wire etc. (excluding supply of the Junction Boxes) in all respects complete as per specifications, drawings and direction of site Engineer including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour, tools, materials, glanding, ferruling etc. complete in all respects.
460	Carrying out the instrumentation and control system jobs on the already erected actuator assembly of motor operated valves (MOVs) & Remote Operated Valves (ROVs) by making the instrument air connection (in ROVs) & necessary cable connection at field and control panel end (excluding the supplyof cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc.
461	INSTALLATIONOF CONTROL PANEL/ CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB: Taking delivery, shifting the panels to installation site and erection, installation, testing of Control panels/ RTU panel, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, control desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levelling, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per drawings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cable glands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all respects.The indicated quantity iscumulative weight of panels.
462	INSTRUMENTATION JOBS FOR HOV Carrying out the instrumentation and control system jobs on the already erected actuator assembly of hand operated valves (HOV) by making the necessary cable connection at field and control panel end (excluding the supplyof cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc.
463	INSTALLATIONJOBS for Metering SKID Carrying out the instrumentation and control system job on the already erected Metering skid & necessary cable termination in the skid junction boxes at field end and control panel end (excluding the supplyof cables) as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc.
464	\"SAND SUPPLY & FILLING : Supplying and spreading of approved quality, fine, dry /river sand in cable trenches as per drawings, specifi- cations anddirectionsofthe Site Engineer, including the cost of all material, transport, loadand lift charges, labour,tools etc. complete inallrespects. \"
465	\"BRICK SOLING : Supplyand laying of approvedquality75 mm thick second class brick flat solingwith sandfilling in the interstices,in cable trenchesforprotection;as per drawings, specification and direction of the Site Engineer including the cost of all brick,sand and other materials ,tools,labour, load and lift chargesetc.complete in all respects.\"
466	\"MS CABLE MARKER : Supply, erection and installation of MS cable markers, including excavation and installation of Markers, cement concrete grouting, back filling etc. required as per drawing, specifications and directions of Site Engineer/ Engineer-in-charge including cost of all labours, tools & tackles, materials etc. complete in all respects.\"
467	\"GI CONDUITS : Supply, erection and installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approval in trenches (already made) on walls, concrete structures etc.; including the supply and installation of all the necessary pipe fittings such asbends, sockets, elbows, tees, etc. bending, threading, binding,clamping, providing spacers, plugs, packings, bushing etc. as required for laying of cables, in roads, station pipe crossings, building entry, cable rising up to the equipment etc. as per the drawings, specifications and directions of Site Engineer/ Engineer-in-charge, including the cost of all labour, tools & tackles, Materials etc. complete in all respects.\"
468	25mm
469	50mm
470	100mm
471	PVC Conduit- Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour, materials etc.:
472	32 mm
473	\"STEEL STRUCTURAL WORKS : Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as cable racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, materials, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner\"s go down and shifting to site wherever required.\"
474	\"INSULATING MATS : Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastomermats as per specifications. Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B).\"
475	\"GI TRAYS : Supply, installation & fixing of perforated GI trays of width 150 mm, 300 mm, 450 mm &600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentricstatic load as 70 Kg at the centre, with materials, labour, tools andtackles, consumables etc , asper drawings, specification anddirectionsofSite Engineer / Engineer-in-Charge.\"
476	\"EARTH STRIP / WIRE / ROPE / CABLE : Supply, installing and testing of earthing strip/wire/rope/cable forcompletely making the earthing grid system by supplying, laying theGI / Cu strip and makingall the necessaryweldingjoints, connecting to the earthing electrodesand existing earthinggridetc., complete as per drawings, specifications and directions of the site \"Engineer, including the cost of all labour, tools, materials, etc. complete in all respect. \"
477	25 mm X 3 mm Copper flat
478	100 Sq mm Copper cable
479	GI Wire / GI Rope (8 SWG)

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Combined Station Works Including Civil, Mechanical, Electrical, Telecom & Instrumentation Works, For Development Of Hydrogen Blending & Slip Stream Facilities At Panipat, Panipat-Haryana

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Combined Station Works Including Civil, Mechanical, Electrical, Telecom & Instrumentation Works, For Development Of Hydrogen Blending & Slip Stream Facilities At Panipat, Panipat-Haryana

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