Phbts19046/ Csw For Installation Of Two Engine Driven Ff Pumps , Modification Of Fire Water Network For System Integration And Augmentation Of Fire Water Pumping Capacity At Phbpl Bolpur Pump Station . Csw For Installation Of Two Engine Driven Ff Pumps , Phbpl Bolpur-West Bengal

TDR : 24110752

Tender Notice
BOQ

Expired

Phbpl Bolpur , West Bengal

Tender Brief : Phbts19046/ Csw For Installation Of Two Engine Driven Ff Pumps , Modification Of Fire Water Network For System Integration And Augmentation Of Fire Water Pumping Capacity At Phbpl Bolpur Pump Station . Csw For Installation Of Two Engine Driven Ff Pumps

Document Fees
Refer document

EMD
₹ 75000.0 /-

Tender Value
Refer document

Submission Date
04-04-2020

Competition Type
Indian

Bidding Type
Tender

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Name of Work: CSW for installation of two Engine driven FF pumps, modification of Fire Water Network for system integration and augmentation of fire water pumping capacity at PHBPL Bolpur pump station
1	10	Supply Items	1
2	20	8\", SORF FLANGE, ANSI - 150# (B 16.5)	2	4	EA
3	30	16\", SORF FLANGE, ANSI - 150# (B 16.5)	3	4	EA
4	40	20\", SORF FLANGE, ANSI - 150# (B 16.5)	4	3	EA
5	50	4\", SORF FLANGE, ANSI - 150# (B 16.5)	5	2	EA
6	60	BLRF, 20\"x 150 #	6	3	EA
7	70	BLRF, 12\"x 150 #	7	1	EA
8	80	10\"x8\" x CR X150#(Concentric Reducer)	8	2	EA
9	90	12\"x 8\"x ER x 150#(Eccentric Reducer)	9	2	EA
10	100	20\"OD x 0.375\"WT,IS:3589, GR.410, BE ERW PIPES	10	15	M
11	110	8.625\" OD x 0.250\",IS:3589, GR.410, BE ERW PIPES	11	4	M
12	120	NRV, Swing Check Valve, 10\", ANSI 150#, BS 1868, F/F, AG	12	2	EA
13	130	10\"x ANSI 150 # HOV F/F API 600 Gate Valve	13	2	EA
14	140	12\"x ANSI 150 # HOV F/F API 600 Gate Valve	14	2	EA
15	150	16\"x ANSI 150 # HOV F/F API 600 Gate Valve	15	8	EA
16	160	1\"x ANSI 800# HOV W/W API 602 Gate Valve	16	3	EA
17	170	Unequal Tee 20x12x20\"	17	2	EA
18	180	Unequal Tee 20x10x20\"	18	2	EA
19	190	Unequal Tee 20x16x20\"	19	3	EA
20	200	Unequal Tee 20x8x20\"	20	1	EA
21	210	TEE,EQ,BW,CS,A234,WPB,20IN,20	21	1	EA
22	220	Y-TYPE STRAINER, 12INX12IN - 150	22	2	EA
23	230	12\" ANSI 150# 45 deg LR Bends	23	1	EA
24	240	12\" ANSI 150# 90 deg LR Bends	24	6	EA
25	250	16\" ANSI 150# 90 deg LR Bends	25	8	EA
26	260	20\" ANSI 150# 90 deg LR Bends	26	2	EA
27	270	10\"x2\"x150# Weld-o-let	27	2	EA
28	280	1\" 3000 lbs HALF COUPLING	28	4	EA
29	290	Concentric Reducer 2\"x1\" 150#	29	4	EA
30	300	1\" size 3000 lbs St. NIPPLE	30	4	EA
31	310	4\" SWMG ANSI 150#	31	2	EA
32	320	10\" SWMG ANSI 150# (*-* Nos.)	32	2	EA
33	330	16\" SWMG ANSI 150# (*-* Nos.)	33	24	EA
34	340	20\" SWMG ANSI 150# (*-* Nos.)	34	3	EA
35	350	Fasteners for Flanges 4\" x 150# (0.625\" Dia. X 4.00\" Length)	35	12	EA
36	360	Fasteners for Flanges 8\" x 150# (0.750\" Dia. X 4.75\" Length)	36	32	EA
37	370	Fasteners for Flanges 10\" x 150# (0.875\" Dia. X 5.25\" Length )	37	72	EA
38	380	Fasteners for Flanges 12\" x 150# (0.875\" Dia. X 5.50\" Length )	38	84	EA
39	390	Fasteners for Flanges 16\" x 150# (1.000\" Dia. X 6.00\" Length )	39	384	EA
40	400	Fasteners for Flanges 20\" x 150# (1.250\" Dia. X 7.00\" Length)	40	60	EA
41	410	Control Cable (12c x 1.5 square MM)	41	50	M
42	420	Control JB Type B	42	1	EA
43	430	CABLE GLAND 1 IN NPT FLP/WP	43	1	EA
44	440	CABLE GLAND - 1/2 IN NPT	44	4	EA
45	450	CABLE GLAND - 3/4 IN NPT	45	2	EA
46	460	cable Plugs 1/2 IN NPT	46	2	EA
47	470	Service Items-Mechanical	47
48	480	Dismantling of Piping (Aboveground) and equipments:	48	10	TON
49	490	Dismantling of Piping (Underground):	49	2	TON
50	500	Engine Driven F/F Pumping Units Installation:	50
51	510	Fire fighting Pumping Unit	51	2	EA
52	520	Installation of Valves: (FIRE WATER PIPING):	52
53	530	12\"x ANSI 150 # HOV F/F API 600 Gate Valve	53	2	EA
54	540	10\"x ANSI 150 # HOV F/F API 600 Gate Valve	54	2	EA
55	550	10\"x ANSI 150# F/F BS 1868 Swing/Dual plateCheck Valve	55	2	EA
56	560	16\"x ANSI 150 # HOV F/F API 600 Gate Valve	56	8	EA
57	570	4\"x ANSI 150 # HOV F/F API 600 Gate Valve	57	1	EA
58	580	Installation of Above ground piping for Fire Water Services: (with Internal Epoxy Coating):\nTaking delivery of pipes, pipe-fittings, carbon steel flanges (SORF/WNRF), spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above-ground piping including cutting, edge preparation, bending, threading, liningup, welding of SORF flanges on both sides of the pipe section of length not more than 12m & fittings, and erecting pipe sections with SORF end connections and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric / eccentric reducers, 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, inline instruments etc., welded/SORF/WNRF flange connected and threaded pipeline 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, finalcleaning -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 undertaken by the owner in this contract). The scope shall also include blast cleaning of internal surface of pipes, Pipefittings, and Valves.... etc conforming to ISO-Sa21/2, followed by application of Two component solvent free amine cured epoxy coating with thickness of 350-400 Microns and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC.ications and instructions of Site Engineer	58
59	590	20\"OD x 0.375\"WT,IS:3589, GR.410, BE ERW PIPES	59	12	M
60	600	16\" ODx 0.375\" WT IS3589 FE410 Pipe	60	100	M
61	610	12.75\" ODx 0.250\" WT IS3589 FE410 Pipe	61	10	M
62	620	10.75\" ODx 0.250\" WT IS3589 FE410 Pipe	62	14	M
63	630	8.625\" ODx 0.250\" WT IS3589 FE410 Pipe	63	4	M
64	640	1.315\" OD x 0.179\"WT ASTM A 106 Gr B -FW	64	2	M
65	650	Under ground piping for Fire Water Services: (With Internal Epoxy Coating and external Epoxy / PU Coating): Taking delivery of pipes, pipe fittings, steel flanges (WNRF/SORF), spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining-up and welding of SORF flanges on both sides of the pipe section of length not more than 12m & fittings, excavating, trenching in all kind of soil to specific depths as indicated in drawings and and erecting pipe sections with SORF end connections and pipe fittings such as elbows, equal and reducing outlet tees, concentric / eccentric reducers, drain funnels, vent pipe and tapping for instruments uch as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc., Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges, 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, Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compresed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, backfilling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour,\nNote:-Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.	65
66	660	20\"OD x 0.375\"WT,IS:3589, GR.410, BE ERW PIPES	66	32	M
67	670	16\" ODx 0.375\" WT IS3589 FE410 Pipe	67	40	M
68	680	Fabrication of Mitre Bends - Long Radius: (only for fire water piping)	68
69	690	10.75\" OD x 0.365\"/0.250\" more than 45 ° & up to 90 ° Bend	69	4	EA
70	700	12.75\" OD x 0.375\" WT more than 45° & up to 90° Bend	70	4	EA
71	710	16\" OD x 0.375\" WT more than 45 ° & up to 90 ° Bend	71	1	EA
72	720	Radiographic Inspection:Inspection of welding by radiographic method on all types of piping including processing of 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 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.	72
73	730	20\" NB Pipe Joints (**** - **Nos.)	73	6	EA
74	740	16\" NB Pipe Joints (**** - **Nos.)	74	8	EA
75	750	12\" NB Pipe Joints (**** - **Nos.)	75	2	EA
76	760	10\" NB Pipe Joints (**** - **Nos.)	76	2	EA
77	770	Single Cut Joint Hook-up:	77
78	780	16\" OD -Single	78	5	EA
79	790	12.75\" OD -Single	79	5	EA
80	800	10.75\" OD -Single	80	5	EA
81	810	8.625\" OD-Single	81	5	EA
82	820	20\" OD -Single	82	1	EA
83	830	1.315\" OD -Single	83	5	EA
84	840	Double Cut Joint Hook-up:	84
85	850	16\" OD -Single	85	10	EA
86	860	12.75\" OD -Single	86	3	EA
87	870	10.75\" OD -Single	87	3	EA
88	880	8.625\" OD-Single	88	6	EA
89	890	20\" OD -Single	89	1	EA
90	900	1.315\" OD -Single	90	3	EA
91	910	Installation of y type strainer	91
92	920	12\" 150#	92	2	EA
93	930	Composite Items-Mechanical	93
94	940	Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation 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 or any 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 concrete work).	94	3	TON
95	950	Painting (above ground)	95
96	960	Zinc Ethyl Slicate Primer	96	300	SQM
97	970	High Build EPOXY MIO	97	300	SQM
98	980	Isocynate Aliphatic Poly Urethene(PU)	98	300	SQM
99	990	PU /liquid epoxy Coating of under ground piping:	99
100	1000	1 Polyurethane Coating(PU)/ Liquid Epoxy Coating	100	200	SQM
101	1010	Service Items - Electrical	101
102	1020	Cable Laying: - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge	102
103	1030	(a) Control cables (T&I) : OD upto 20 mm	103	10	M
104	1040	(b) Control cables (T&I) : OD above 20 mm and upto 30 mm	104	150	M
105	1050	(c) Control cables (T&I) : OD above 30 mm and upto 40 mm	105	150	M
106	1060	Composite Items - Electrical	106
107	1070	INSTALLATION OF CONTROL PANEL - Taking delivery, shifting the panels to installaion site and erection, installation, testing of Control panels, 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 is cumulative weight of panels.	107	200	KG
108	1080	CABLE TRENCH: Excavation in 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 by Site Engineer, including all labour and materials complete as per drawings, specification and directions of Site Engineer.	108	37.5	CUM
109	1090	EARTH STRIP / WIRE / ROPE / CABLE\nSupply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect.	109
110	1100	50 mm X 6 mm G.I. earthing strip	110	100	M
111	1110	40 mm X 5 mm G.I. earthing strip	111	50	M
112	1120	Laying of GI Wire / GI Rope ( 8 SWG )	112	50	M
113	1130	Perforated GI Cable Trays:- Supply, installation & fixing of prefabricated perforated GI cable 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 concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge	113	300	KG
114	1140	Civil Estimate	114
115	1150	Demolishing PCC manually/ by mechanical means including disposal of material within 50 metres lead as per direction of the 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 to dismantling operations.]\nNominal concrete 1:3:6 or richer mix (including equivalent design mix)	115	35	CUM
116	1160	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of the 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 to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.]	116	7.5	CUM
117	1170	Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. For WBM and Bituminous Portion.	117	5	CUM
118	1180	Excavation: - 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 up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge. For all Kinds of soil.	118	50	CUM
119	1190	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. [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 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.]	119	2000	KG
120	1200	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	120	20	CUM
121	1210	PCC: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level for 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size)	121	30	CUM
122	1220	Flat brick soling: - Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer	122	30	SQM
123	1230	RCC (1:1.5:3) 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 for 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size)	123	25	CUM
124	1240	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)	124	3500	KG
125	1250	Centering and shuttering including strutting, propping etc. and removal of form work for foundations, footings, bases for columns	125	100	SQM
126	1260	Centering and shuttering including strutting, propping etc. and removal of form work for columns, piers, abutments, pillars, posts and struts	126	100	SQM
127	1270	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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.	127	500	KG

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Phbts19046/ Csw For Installation Of Two Engine Driven Ff Pumps , Modification Of Fire Water Network For System Integration And Augmentation Of Fire Water Pumping Capacity At Phbpl Bolpur Pump Station . Csw For Installation Of Two Engine Driven Ff Pumps , Phbpl Bolpur-West Bengal

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Name of Work: CSW for installation of two Engine driven FF pumps, modification of Fire Water Network for system integration and augmentation of fire water pumping capacity at PHBPL Bolpur pump station
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	10	Supply Items	1
2	20	8\", SORF FLANGE, ANSI - 150# (B 16.5)	2	4	EA
3	30	16\", SORF FLANGE, ANSI - 150# (B 16.5)	3	4	EA
4	40	20\", SORF FLANGE, ANSI - 150# (B 16.5)	4	3	EA
5	50	4\", SORF FLANGE, ANSI - 150# (B 16.5)	5	2	EA
6	60	BLRF, 20\"x 150 #	6	3	EA
7	70	BLRF, 12\"x 150 #	7	1	EA
8	80	10\"x8\" x CR X150#(Concentric Reducer)	8	2	EA
9	90	12\"x 8\"x ER x 150#(Eccentric Reducer)	9	2	EA
10	100	20\"OD x 0.375\"WT,IS:3589, GR.410, BE ERW PIPES	10	15	M
11	110	8.625\" OD x 0.250\",IS:3589, GR.410, BE ERW PIPES	11	4	M
12	120	NRV, Swing Check Valve, 10\", ANSI 150#, BS 1868, F/F, AG	12	2	EA
13	130	10\"x ANSI 150 # HOV F/F API 600 Gate Valve	13	2	EA
14	140	12\"x ANSI 150 # HOV F/F API 600 Gate Valve	14	2	EA
15	150	16\"x ANSI 150 # HOV F/F API 600 Gate Valve	15	8	EA
16	160	1\"x ANSI 800# HOV W/W API 602 Gate Valve	16	3	EA
17	170	Unequal Tee 20x12x20\"	17	2	EA
18	180	Unequal Tee 20x10x20\"	18	2	EA
19	190	Unequal Tee 20x16x20\"	19	3	EA
20	200	Unequal Tee 20x8x20\"	20	1	EA
21	210	TEE,EQ,BW,CS,A234,WPB,20IN,20	21	1	EA
22	220	Y-TYPE STRAINER, 12INX12IN - 150	22	2	EA
23	230	12\" ANSI 150# 45 deg LR Bends	23	1	EA
24	240	12\" ANSI 150# 90 deg LR Bends	24	6	EA
25	250	16\" ANSI 150# 90 deg LR Bends	25	8	EA
26	260	20\" ANSI 150# 90 deg LR Bends	26	2	EA
27	270	10\"x2\"x150# Weld-o-let	27	2	EA
28	280	1\" 3000 lbs HALF COUPLING	28	4	EA
29	290	Concentric Reducer 2\"x1\" 150#	29	4	EA
30	300	1\" size 3000 lbs St. NIPPLE	30	4	EA
31	310	4\" SWMG ANSI 150#	31	2	EA
32	320	10\" SWMG ANSI 150# (*-* Nos.)	32	2	EA
33	330	16\" SWMG ANSI 150# (*-* Nos.)	33	24	EA
34	340	20\" SWMG ANSI 150# (*-* Nos.)	34	3	EA
35	350	Fasteners for Flanges 4\" x 150# (0.625\" Dia. X 4.00\" Length)	35	12	EA
36	360	Fasteners for Flanges 8\" x 150# (0.750\" Dia. X 4.75\" Length)	36	32	EA
37	370	Fasteners for Flanges 10\" x 150# (0.875\" Dia. X 5.25\" Length )	37	72	EA
38	380	Fasteners for Flanges 12\" x 150# (0.875\" Dia. X 5.50\" Length )	38	84	EA
39	390	Fasteners for Flanges 16\" x 150# (1.000\" Dia. X 6.00\" Length )	39	384	EA
40	400	Fasteners for Flanges 20\" x 150# (1.250\" Dia. X 7.00\" Length)	40	60	EA
41	410	Control Cable (12c x 1.5 square MM)	41	50	M
42	420	Control JB Type B	42	1	EA
43	430	CABLE GLAND 1 IN NPT FLP/WP	43	1	EA
44	440	CABLE GLAND - 1/2 IN NPT	44	4	EA
45	450	CABLE GLAND - 3/4 IN NPT	45	2	EA
46	460	cable Plugs 1/2 IN NPT	46	2	EA
47	470	Service Items-Mechanical	47
48	480	Dismantling of Piping (Aboveground) and equipments:	48	10	TON
49	490	Dismantling of Piping (Underground):	49	2	TON
50	500	Engine Driven F/F Pumping Units Installation:	50
51	510	Fire fighting Pumping Unit	51	2	EA
52	520	Installation of Valves: (FIRE WATER PIPING):	52
53	530	12\"x ANSI 150 # HOV F/F API 600 Gate Valve	53	2	EA
54	540	10\"x ANSI 150 # HOV F/F API 600 Gate Valve	54	2	EA
55	550	10\"x ANSI 150# F/F BS 1868 Swing/Dual plateCheck Valve	55	2	EA
56	560	16\"x ANSI 150 # HOV F/F API 600 Gate Valve	56	8	EA
57	570	4\"x ANSI 150 # HOV F/F API 600 Gate Valve	57	1	EA
58	580	Installation of Above ground piping for Fire Water Services: (with Internal Epoxy Coating):\nTaking delivery of pipes, pipe-fittings, carbon steel flanges (SORF/WNRF), spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above-ground piping including cutting, edge preparation, bending, threading, liningup, welding of SORF flanges on both sides of the pipe section of length not more than 12m & fittings, and erecting pipe sections with SORF end connections and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric / eccentric reducers, 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, inline instruments etc., welded/SORF/WNRF flange connected and threaded pipeline 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, finalcleaning -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 undertaken by the owner in this contract). The scope shall also include blast cleaning of internal surface of pipes, Pipefittings, and Valves.... etc conforming to ISO-Sa21/2, followed by application of Two component solvent free amine cured epoxy coating with thickness of 350-400 Microns and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC.ications and instructions of Site Engineer	58
59	590	20\"OD x 0.375\"WT,IS:3589, GR.410, BE ERW PIPES	59	12	M
60	600	16\" ODx 0.375\" WT IS3589 FE410 Pipe	60	100	M
61	610	12.75\" ODx 0.250\" WT IS3589 FE410 Pipe	61	10	M
62	620	10.75\" ODx 0.250\" WT IS3589 FE410 Pipe	62	14	M
63	630	8.625\" ODx 0.250\" WT IS3589 FE410 Pipe	63	4	M
64	640	1.315\" OD x 0.179\"WT ASTM A 106 Gr B -FW	64	2	M
65	650	Under ground piping for Fire Water Services: (With Internal Epoxy Coating and external Epoxy / PU Coating): Taking delivery of pipes, pipe fittings, steel flanges (WNRF/SORF), spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining-up and welding of SORF flanges on both sides of the pipe section of length not more than 12m & fittings, excavating, trenching in all kind of soil to specific depths as indicated in drawings and and erecting pipe sections with SORF end connections and pipe fittings such as elbows, equal and reducing outlet tees, concentric / eccentric reducers, drain funnels, vent pipe and tapping for instruments uch as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc., Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges, 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, Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compresed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, backfilling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour,\nNote:-Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.	65
66	660	20\"OD x 0.375\"WT,IS:3589, GR.410, BE ERW PIPES	66	32	M
67	670	16\" ODx 0.375\" WT IS3589 FE410 Pipe	67	40	M
68	680	Fabrication of Mitre Bends - Long Radius: (only for fire water piping)	68
69	690	10.75\" OD x 0.365\"/0.250\" more than 45 ° & up to 90 ° Bend	69	4	EA
70	700	12.75\" OD x 0.375\" WT more than 45° & up to 90° Bend	70	4	EA
71	710	16\" OD x 0.375\" WT more than 45 ° & up to 90 ° Bend	71	1	EA
72	720	Radiographic Inspection:Inspection of welding by radiographic method on all types of piping including processing of 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 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.	72
73	730	20\" NB Pipe Joints (**** - **Nos.)	73	6	EA
74	740	16\" NB Pipe Joints (**** - **Nos.)	74	8	EA
75	750	12\" NB Pipe Joints (**** - **Nos.)	75	2	EA
76	760	10\" NB Pipe Joints (**** - **Nos.)	76	2	EA
77	770	Single Cut Joint Hook-up:	77
78	780	16\" OD -Single	78	5	EA
79	790	12.75\" OD -Single	79	5	EA
80	800	10.75\" OD -Single	80	5	EA
81	810	8.625\" OD-Single	81	5	EA
82	820	20\" OD -Single	82	1	EA
83	830	1.315\" OD -Single	83	5	EA
84	840	Double Cut Joint Hook-up:	84
85	850	16\" OD -Single	85	10	EA
86	860	12.75\" OD -Single	86	3	EA
87	870	10.75\" OD -Single	87	3	EA
88	880	8.625\" OD-Single	88	6	EA
89	890	20\" OD -Single	89	1	EA
90	900	1.315\" OD -Single	90	3	EA
91	910	Installation of y type strainer	91
92	920	12\" 150#	92	2	EA
93	930	Composite Items-Mechanical	93
94	940	Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation 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 or any 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 concrete work).	94	3	TON
95	950	Painting (above ground)	95
96	960	Zinc Ethyl Slicate Primer	96	300	SQM
97	970	High Build EPOXY MIO	97	300	SQM
98	980	Isocynate Aliphatic Poly Urethene(PU)	98	300	SQM
99	990	PU /liquid epoxy Coating of under ground piping:	99
100	1000	1 Polyurethane Coating(PU)/ Liquid Epoxy Coating	100	200	SQM
101	1010	Service Items - Electrical	101
102	1020	Cable Laying: - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge	102
103	1030	(a) Control cables (T&I) : OD upto 20 mm	103	10	M
104	1040	(b) Control cables (T&I) : OD above 20 mm and upto 30 mm	104	150	M
105	1050	(c) Control cables (T&I) : OD above 30 mm and upto 40 mm	105	150	M
106	1060	Composite Items - Electrical	106
107	1070	INSTALLATION OF CONTROL PANEL - Taking delivery, shifting the panels to installaion site and erection, installation, testing of Control panels, 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 is cumulative weight of panels.	107	200	KG
108	1080	CABLE TRENCH: Excavation in 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 by Site Engineer, including all labour and materials complete as per drawings, specification and directions of Site Engineer.	108	37.5	CUM
109	1090	EARTH STRIP / WIRE / ROPE / CABLE\nSupply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect.	109
110	1100	50 mm X 6 mm G.I. earthing strip	110	100	M
111	1110	40 mm X 5 mm G.I. earthing strip	111	50	M
112	1120	Laying of GI Wire / GI Rope ( 8 SWG )	112	50	M
113	1130	Perforated GI Cable Trays:- Supply, installation & fixing of prefabricated perforated GI cable 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 concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge	113	300	KG
114	1140	Civil Estimate	114
115	1150	Demolishing PCC manually/ by mechanical means including disposal of material within 50 metres lead as per direction of the 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 to dismantling operations.]\nNominal concrete 1:3:6 or richer mix (including equivalent design mix)	115	35	CUM
116	1160	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of the 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 to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.]	116	7.5	CUM
117	1170	Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. For WBM and Bituminous Portion.	117	5	CUM
118	1180	Excavation: - 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 up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge. For all Kinds of soil.	118	50	CUM
119	1190	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. [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 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.]	119	2000	KG
120	1200	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	120	20	CUM
121	1210	PCC: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level for 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size)	121	30	CUM
122	1220	Flat brick soling: - Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer	122	30	SQM
123	1230	RCC (1:1.5:3) 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 for 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size)	123	25	CUM
124	1240	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)	124	3500	KG
125	1250	Centering and shuttering including strutting, propping etc. and removal of form work for foundations, footings, bases for columns	125	100	SQM
126	1260	Centering and shuttering including strutting, propping etc. and removal of form work for columns, piers, abutments, pillars, posts and struts	126	100	SQM
127	1270	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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.	127	500	KG

Phbts19046/ Csw For Installation Of Two Engine Driven Ff Pumps , Modification Of Fire Water Network For System Integration And Augmentation Of Fire Water Pumping Capacity At Phbpl Bolpur Pump Station . Csw For Installation Of Two Engine Driven Ff Pumps , Phbpl Bolpur-West Bengal

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