Tender For Offloading Of Combined Station Works Including Civil, Mechanical, Electrical, Telecom And Instrumentation Works At Iocl Terminal In Vallur (Chennai) And Cpcl Refinery (Manali, Chennai) Under Chennai Common Corridor Pol Pipelines (Cccpl) Project, Chennai-Tamil Nadu

TDR : 56177851

Tender Notice
BOQ

19 Days Left

Chennai , Tamil Nadu

Tender Brief : Tender For Offloading Of Combined Station Works Including Civil, Mechanical, Electrical, Telecom And Instrumentation Works At Iocl Terminal In Vallur (Chennai) And Cpcl Refinery (Manali, Chennai) Under Chennai Common Corridor Pol Pipelines (Cccpl) Project

Document Fees
Refer document

EMD
₹ 989000.0 /-

Tender Value
Refer document

Submission Date
16-07-2026

Competition Type
Indian

Bidding Type
Tender

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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 Service - Mech - Vallur
3	\\"Booster Pumping Unit Installation:Booster Pumping Units Installation_A.i.2 Booster Pumping Unit Installation:, Taking delivery of b ooster pumping units having electrical motor & vertical turbine type centrif ugal pump and accessories from designated storage locat ion within the pump station, shifting and placing the equipments on the pre- constructed foundation, levelling, grouting and aligni ng the equipment, assembling together of all sub-assemblies, auxiliaries, moun tings, fittings, interconnecting piping etc., carryin g out trial run of motor on no load, coupling the electrical motor with the pum p, making final alignment, checking and testing of t he complete pumping unit and completing the work in all respects in accordance w ith the specification, drawings, manufacturer's ins tallation instructions, technical specifications and as per the instruction of th e Site Engineer / EIC., , Note: Electrical & Instr umentation connections are not included in this item., Note: Weight of equipment i s indicative only, Payment shall be done based on actual weight of equipment, Booster Pumping Units Installation_A.i.2\\"
4	\\"Sump Pump Installation:Sump Pump_A.i.7 \\"\\"Sump Pump Installation:, Taking delivery of the following pumping units with electrical mo tors from designated location within sta tion premises, shifting/transporting to site, placing over Sump Tank Nozzle, assembling tog ether all sub-assemblies, alignment, grou ting, levelling, checking, providing assistance for taking trial run of electrical motor o n no-load, coupling the pump & motor, carr ying out the trial run of the complete unit, testing, making final alignment and complete work in all respects in accordance with t he relevant drawings, manufacturer's installation instruction, specifications and instru ctions of Site Engineer / EIC., , Note: Weig ht of equipment is indicative only, Payment shall be done based on actual weight of equ ipment, \\"\\" Sump Pump_A.i.7\\"
5	Above Ground Equipments Installation:, Taking delivery of equipments, shifting/transporting within station premises, placing on pre -constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, d r aining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with th e relevant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC., Note: Weig ht of equipment is indicative only, Payment shall be done based on actual weight of equipment
6	Y - Type Strainer - 18\\" x18\\"- 150# (Approx Unit Weight =1.5 MT per Unit)
7	Separator (Coalescer) Filter (Approx Unit Weight =15 MT per Unit) _B17
8	Single Basket Type Strainer - 18\\" x 150# (Approx Unit Weight =5 MT per Unit)
9	Air eliminator (Approx unit weight : 7MT)
10	Sump Tank Installation:, Taking delivery of Sump tank from designated godown / stockpile, shifting/transporting within station premi ses, placing on pre-constructed foundation, installation of auxiliary mountings and fittings, dressing and making good of the found a tion, grouting, cleaning and flushing with water, draining, testing, completing the work in all respects in accordance with the re levant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC (Foundation work sh all be paid separately under relevant items of Civil works).
11	FRP Sump Tank 20Kl capacity _C1
12	\\"Insulating Coupling Erection:, Taking delivery,shifting/transporting within station premises and installation of Insulating Couplin gs of the following sizes and pressure class, at elevations specified in the drawing, checking resistance value by meggar test befo r e and after erection levelling, aligning and checking, making welded connections to the piping, coating & wrapping and completing th e work in all respects in accordance with the relevant drawings, manufacturer's installation instructions, specifications and ins tru ctions of Site Engineer / EIC. 16\\" Insulating Coupling 600#/ 900#_B7
13	18\\" x 150# Insulating coupling
14	Above ground process piping:, Taking delivery & transporting of pipes from designated stock pile location /Designated godown both fr om outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners fr o m designated location within station premises, transporting the same to site, fabrication and erection of above ground piping incl ud ing cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, eq ual and reducing outlet tees,concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments suc h as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipm ent n ozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by wa ter after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie- in, fin al cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and c onsumabl es necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing t he work i n all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grad e mentione d in the item are for reference only and may vary. Payment shall be based on OD.
15	24\\" OD x 0.375\\"/0.406\\"WT APL 5L
16	18\\" OD x 0.375\\"/0.438\\"WT APL 5L
17	16\\" OD x 0.375\\"/0.438\\"WT APL 5L _D1
18	14\\" OD x 0.375\\"WT API 5L Pipe_D2
19	12.75\\" OD x 0.375\\" WT APL 5L _D3
20	10.75\\" OD x 0.365\\" APL 5L _D4
21	8.625\\" OD x 0.322\\" / 0.375\\" / 0.438\\" WT API 5L /ASTM A106/A333_D5
22	6.625\\" OD x 0.280\\" ASTM A 106 Pipe/A333_D6
23	4.5\\" OD x 0.237\\"WT ASTM A 106 Gr B/A333_D7
24	3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B /A333 _D8
25	2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B /A333 _D9
26	1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B /A333_D11
27	Underground Piping
28	24\\" OD x 0.375\\"/0.406\\"WT APL 5L -U/G
29	18\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G
30	16\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G_F2
31	14\\" OD x 0.375\\"WT APL 5L -U/G_F3
32	12.75\\" OD x 0.375\\" WT APL 5L -U/G_F4
33	10.75\\" OD x 0.365\\" APL 5L -U/G_F5
34	8.625\\" OD x 0.322\\" / 0.375\\" / 0.438\\" WT API 5L /ASTM A106/A333 -U/G_F6
35	6.625\\" OD x 0.280\\" ASTM A 106 Gr B/A333 Pipe -U/G_F7
36	4.5\\" OD x 0.237\\"WT ASTM A 106 Gr B/A333 -U/G_F8
37	3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B/A333 -U/G _F9
38	2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B/A333 -U/G _F10
39	1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B/A333 -U/G_F12
40	Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transportin g the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli n g for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of und er 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 in str uctions and specifications and instructions of the Site Engineer / EIC.
41	24\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve
42	18\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve
43	16\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve
44	14\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve
45	12\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve _J68
46	10\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve
47	18\\" 150# / 600# Control Valve F/F
48	18\\" x 150# , API 6D SWING CHECK VALVE , F/F, A/G
49	16\\" x 150# , API 6D SWING CHECK VALVE , F/F, A/G_J112
50	14\\" x 150# , API 6D SWING CHECK VALVE , F/F, A/G_J113
51	10\\"x ANSI 150# F/F API 6D Swing Check Valve_J115
52	8\\"x ANSI 150# F/F API 6D Swing Check Valve_J116
53	4\\"x ANSI 150# F/F API 6D Swing Check Valve_J118
54	3\\"x ANSI 150# F/F API 6D Swing Check Valve_J119
55	2\\"x ANSI 150# F/F API 6D Swing Check Valve_J120
56	10\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve
57	8\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve
58	6\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve
59	4\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve _J75
60	3\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve
61	2\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve _J76
62	1\\" x ANSI 800# HOV W/W API 602 Gate Valve _J52
63	1\\" x ANSI 150# / 800# HOV F/F BS 5351 BALL VALVE_J80
64	18\\"x ANSI 150# / 300# F/F A/G BS-1873/BS EN ISO 15761 GLOBE Valve_J152
65	2\\"x ANSI 150# F/F A/G BS-1873 GLOBE Valve_J150
66	18\\"x ANSI 150# F/F A/G API 6D Plug Valve
67	8\\"x10\\" Pilot operated Surge Pressure Relief Valve 150# F/F
68	1\\" x 1\\" Thermal Relief Valve F/F ANSI 150# x 150#_J175
69	Radiographic Inspection:, Inspection of welding by radiographic method on all types of piping including processing of films and inte rpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptabil i ty or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge incl us ive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all res pects as envisaged in the contract documents., Note:, i) Payment will be on the basis of number of welds of the respective size rad iographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document., ii ) Ra diography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size., iii) Fo r set- on type branch welding, the rate for radiography will be as applicable to the branch pipe size., iv) Repeat radiography of i ndividu al welds due to defective films or repair of welds shall be done at contractor's cost., In case where radiography is not pos sible:, v) Verification by utrasonic testing shall be done at contractors cost., vi) Magenetic particle inspection as and where requ ired sha ll be done at Contractors cost.
70	24\\" NB Pipe Joints RT_M2
71	18\\" NB Pipe Joints RT_M3
72	16\\" NB Pipe Joints RT_M3
73	14\\" NB Pipe Joints RT_M4
74	12\\" NB Pipe Joints RT_M4
75	10\\" NB Pipe Joints RT_M7
76	8\\" NB Pipe Joints RT_M7
77	6\\" NB Pipe Joints RT_M8
78	4\\" NB Pipe Joints RT_M9
79	3\\" NB Pipe Joints RT_M10
80	2\\" NB Pipe Joints RT_M11
81	1\\" NB Pipe Joints RT_M13
82	Piping Modification:, Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required b y 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, l i ning up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric red uc ers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, ther mow ells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc ., w elded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostat ic te sting of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpl uses i ncluding providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those s pecifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawin gs, spec ifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers onl y modific ation / rework jobs.)
83	Piping Modification: Pipe size up to 2 inch NB_X1
84	Piping Modification: Pipe size 3 inch NB to 6 Inch NB_X2
85	Piping Modification: Pipe size 8 inch NB and above_X3
86	Fabrication of Mitre Bends - Long Radius:, Taking delivery of pipes from designated locations, transporting the same to site and fab rication of carbon steel piping specials by cutting, edge preparation, welding, all types of testing including radiography & includ i ng supply of all inputs such as labour, materials (other than those specifically undertaken to be supplied by the Owner under the co ntract), equipments, consumables etc. necessary to perform and completing the work in all respects in accordance with drawings, s pec ifications and instructions of the Site Engineer / EIC.
87	12.75\\" OD x 0.375\\" WT more than 45° & up to 90° Mitre Bend_P3
88	Double Cut Joint Hook-up: 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 e nds including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the wo rk in all respect as per specification and instruction of the Site Engineer / EIC., Note: The job also include evacuation of produc t f rom the piping section after isolating the section and flushing with water and its disposal.
89	24\\" OD - Double Cut_O1
90	18\\" OD - Double Cut_O1
91	4.5\\" OD - Double Cut_O7
92	3.50\\" OD - Double Cut_O8
93	2.375\\" OD - Double Cut_O9
94	Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at wending joints ), Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, 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, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reduc i ng outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pre ss ure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment noz zles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by wate r after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and cons umable s necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall als o inclu de cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to we lding an d repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake fi lled /Liq uid epoxy / Equivalent with coating of thickness 700-1000 Microns . The locations where internal coating repair is expect ed would b e at pipe end, Flanges ,pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to wat er and comp leting the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC.
95	12.75\\" ODx 0.250\\" WT IS3589 FE410 Pipe_E5
96	4.5\\" ODx 0.237\\" WT ASTM A 106 Gr B Pipe FW_E9
97	1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B -FW_E12
98	Underground FW Piping
99	12.75\\" ODx 0.250\\" WT IS3589 FE410 Pipe U/G_G4
100	4.5\\" ODx 0.237\\" WT ASTM A 106 Gr B Pipe FW U/G_G8
101	1.315\\" ODx 0.179\\" WT ASTM A 106 Gr B Pipe FW U/G_G11
102	Installation of Valves(for Fire water Lines-Tanks & Piping) : , Taking delivery of valves of all types and pressure rating from thed esignated location within station premises, transporting the same tosite, erecting above ground on preconstructed foundations or un d ergroundincluding earth work in excavation and filling for under ground valvesat elevations specified in the drawings, priming and p ainting of aboveground valves, flood coating and wrapping of under ground portions (ifapplicable) including all inputs, labour, m ate rial and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in accordance with the drawings,manufacturer's installation instructions and specifications andinstructions of the Site Engineer /E IC. , Note:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items.
103	12\\"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K7
104	4\\"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K11
105	\\"High Volume Long Range Foam Monitor 750 GPM capacity stand post type with inlet flange of 4\\"\\" X 150# HVLR_L2 Taking delivery of mo nitors rom thedesignated location, transporting the same to site, erecting over fire water line as per AFC dra wings including all inputs, labour, material and consumable and completing the work in all respects in accordance with the drawings ,manufacturer's ins tallation instructions and specifications andinstructions of the Site Engineer /EIC.\\"
106	\\"Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4\\"\\" x 150# WNR F Flange_L3 Taking delivery of hydrants from the designated location, transporting the same to site, erecting over fire water line as per AFC d rawings including all inputs, labour, material and consumable and completing the work in all respects in accordance w ith the drawin gs,manufacturer's installation instructions and specifications andinstructions of the Site Engineer /EIC.\\"
107	Dismantling of Structures: _Q
108	Dismantling of Piping Aboveground and equipments_R
109	Dismantling of Piping Underground_S
110	Development of As Built Drawings , Data Sheets etc.:_T
111	FW Network Analysis as per specification_U
112	Flexibility and piping stress analysis as per specification_V
113	CSW Composites - Mech - Vallur
114	\\"Supply and Erection of Structural Steel:_A Supplying at site, steel structural items such as steel plates, bars, chequered plates, angles, beams channels, commercial quality h eavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., f abrication and erection of saddle supports an d other type of supports for pipes manifolds and valves, fabrication and erection of p latforms 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 accorda nce with drawings, specifications and instructi ons of the Site Engineer / EIC.\\"
115	\\"Supply and Erection of Electroforged Grating_B Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method, after comple te fabrication entire gratings shall be Hot Dip galvanized, gratings shall be norma ny of size 810mm X 250mm for steps and 1200mm X 1 000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting w ith base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consum able etc. necessary to perform and complete the work in all respect, in accordan ce with drawings, specifications and instructions of the Site Engineer / EIC.\\"
116	\\"Supply and Erection of GI Structural _C Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items inclu ding supply of all other inputs such as l abour, materials, consumable etc. necessary to perform and complete the work in all respec t, in accordance with drawings, specificat ions and instructions of the Site Engineer / EIC.\\"
117	\\"Painting: Zinc Ethyl Slicate Primer_D1 Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or wit h power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. priming with one coat of pr imer and Intermediate Coat and painting the surfaces with two coats of finish paint 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 En gineer / EIC\\"
118	Painting: High Build EPOXY MIO_D2
119	Painting: Isocynate Aliphatic Poly Urethene(PU)_D3
120	\\"PU /liquid epoxy Coating of under ground piping: Polyurethane Coating(PU)/ Liquid Epoxy Coating _E1 Cleaning exposed steel surface s 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 polyurethane coating(PU) using 100% solvent free elas tomeric plyurethane/ liquid e poxy, with approved materials, labour, equipment etc. and completing the job in all respects as per spe cification and instructions of the Site Engineer / EIC.\\"
121	\\" Copper Strips/ Flats for Jumpers for Flanged Joits 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 cutt ing drilling of holes of required size in the copper strips/ flats for bolting purp ose and complete the works in all respects as pe r specifications & drawings and instructions of Site Engineer/ EIC. Note:- Copper j umpers shall be installed in all the flanged jo ints of Product Process piping only and not in fire water lines.\\"
122	Up to 30 mm wide x 1 mm thick Copper strip_H3
123	30 - 50 mm wide x 1 mm thick Copper strip_H4
124	50 - 75 mm wide x 1 mm thick Copper strip_H5
125	Supply and installation of SS sampling point as per drawing/ instruction of EIC_L
126	\\" RETRACTABLE CORROSION COUPON HOLDER, 24\\"\\" Supply and installation of retractable Corrosion Coupon Holder with 2\\"\\" Thread-O-Ring ( TOR) fitting complete with Caps, Plugs, O-Ri ngs, Nipple & 2\\"\\" 150#/600#/900#full bore threaded ball valve.\\"
127	\\" RETRACTABLE CORROSION COUPON HOLDER, 18\\"\\" Supply and installation of retractable Corrosion Coupon Holder with 2\\"\\" Thread-O-Ring ( TOR) fitting complete with Caps, Plugs, O-Ri ngs, Nipple & 2\\"\\" 150#/600#/900#full bore threaded ball valve.\\"
128	Supply & Installation of safety shower and eye wash as per drawing / instructions of EIC
129	CSW Services - Mech - CPCL
130	Above Ground Equipments Installation:, Taking delivery of equipments, shifting/transporting within station premises, placing on pre -constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, d r aining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with th e relevant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC., Note: Weig ht of equipment is indicative only, Payment shall be done based on actual weight of equipment
131	Separator (Coalescer) Filter (Approx Unit Weight =15 MT per Unit)_B17
132	Single Basket Type Strainer - 18\\" x 150# (Approx Unit Weight =5 MT per Unit)
133	\\"Insulating Coupling Erection:, Taking delivery,shifting/transporting within station premises and installation of Insulating Couplin gs of the following sizes and pressure class, at elevations specified in the drawing, checking resistance value by meggar test befo r e and after erection levelling, aligning and checking, making welded connections to the piping, coating & wrapping and completing th e work in all respects in accordance with the relevant drawings, manufacturer's installation instructions, specifications and ins tru ctions of Site Engineer / EIC. 16\\" Insulating Coupling 600#/ 900#_B7
134	18\\" x 150# Insulating coupling_B15
135	Above ground process piping:, Taking delivery & transporting of pipes from designated stock pile location /Designated godown both fr om outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners fr o m designated location within station premises, transporting the same to site, fabrication and erection of above ground piping incl ud ing cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, eq ual and reducing outlet tees,concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments suc h as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipm ent n ozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by wa ter after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie- in, fin al cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and c onsumabl es necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing t he work i n all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grad e mentione d in the item are for reference only and may vary. Payment shall be based on OD.
136	24\\" OD x 0.375\\"/0.438\\"WT APL 5L
137	18\\" OD x 0.375\\"/0.438\\"WT APL 5L
138	16\\" OD x 0.375\\"/0.438\\"WT APL 5L _D1
139	14\\" OD x 0.375\\"WT API 5L Pipe_D2
140	12.75\\" OD x 0.375\\" WT APL 5L _D3
141	10.75\\" OD x 0.365\\" APL 5L _D4
142	8.625\\" OD x 0.322\\" / 0.375\\" / 0.438\\" WT API 5L /ASTM A106/A333_D5
143	6.625\\" OD x 0.280\\" ASTM A 106 Pipe/A333_D6
144	4.5\\" OD x 0.237\\"WT ASTM A 106 Gr B/A333_D7
145	3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B /A333 _D8
146	2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B /A333 _D9
147	1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B /A333_D11
148	Under ground piping for Process piping (with PU/3LPE Coating):
149	24\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G
150	18\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G
151	16\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G_F2
152	14\\" OD x 0.375\\"WT APL 5L -U/G_F3
153	12.75\\" OD x 0.375\\" WT APL 5L -U/G_F4
154	10.75\\" OD x 0.365\\" APL 5L -U/G_F5
155	8.625\\" OD x 0.322\\" / 0.375\\" / 0.438\\" WT API 5L /ASTM A106/A333 -U/G_F6
156	6.625\\" OD x 0.280\\" ASTM A 106 Gr B/A333 Pipe -U/G_F7
157	4.5\\" OD x 0.237\\"WT ASTM A 106 Gr B/A333 -U/G_F8
158	3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B/A333 -U/G _F9
159	2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B/A333 -U/G _F10
160	1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B/A333 -U/G_F12
161	Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transportin g the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli n g for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of und er 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 in str uctions and specifications and instructions of the Site Engineer / EIC.
162	18\\" x ANSI 150 / 300# MOV F/F API 6D Ball Valve
163	16\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve
164	12\\" x ANSI 150 / 300# MOV F/F API 6D Ball Valve
165	10\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve
166	10\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve
167	8\\" x ANSI 150 / 300# HOV F/F API 6D Ball Valve
168	6\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve
169	4\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve _J75
170	3\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve
171	2\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve _J76
172	1\\" x ANSI 800# HOV W/W API 602 Gate Valve _J52
173	1\\" x ANSI 150# / 800# HOV F/F BS 5351 BALL VALVE_J80
174	18\\" x 150# , API 6D SWING CHECK VALVE , F/F, A/G_J112
175	10\\"x ANSI 150# F/F API 6D Swing Check Valve_J115
176	8\\"x ANSI 150# F/F API 6D Swing Check Valve_J116
177	4\\"x ANSI 150# F/F API 6D Swing Check Valve_J118
178	3\\"x ANSI 150# F/F API 6D Swing Check Valve_J119
179	2\\"x ANSI 150# F/F API 6D Swing Check Valve_J120
180	18\\" 150 / 300# Control Valve F/F
181	18\\"x ANSI 150 / 300# F/F A/G BS-1873/BS EN ISO 15761 GLOBE Valve
182	2\\"x ANSI 150# / 300# F/F A/G BS-1873/BS EN ISO 15761 GLOBE Valve_J156
183	18\\"x ANSI 150# F/F A/G API 6D Plug Valve
184	8\\" / 10\\" Pilot operated Surge Pressure Relief Valve 150# F/F
185	1\\" x 1\\" Thermal Relief Valve F/F ANSI 150# x 150#_J175
186	Radiographic Inspection:, Inspection of welding by radiographic method on all types of piping including processing of films and inte rpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptabil i ty or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge incl us ive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all res pects as envisaged in the contract documents., Note:, i) Payment will be on the basis of number of welds of the respective size rad iographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document., ii ) Ra diography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size., iii) Fo r set- on type branch welding, the rate for radiography will be as applicable to the branch pipe size., iv) Repeat radiography of i ndividu al welds due to defective films or repair of welds shall be done at contractor's cost., In case where radiography is not pos sible:, v) Verification by utrasonic testing shall be done at contractors cost., vi) Magenetic particle inspection as and where requ ired sha ll be done at Contractors cost.
187	24\\" NB Pipe Joints RT_M2
188	18\\" NB Pipe Joints RT_M3
189	16\\" NB Pipe Joints RT_M3
190	14\\" NB Pipe Joints RT_M4
191	12\\" NB Pipe Joints RT
192	10\\" NB Pipe Joints RT
193	8\\" NB Pipe Joints RT_M7
194	6\\" NB Pipe Joints RT_M8
195	4\\" NB Pipe Joints RT_M9
196	3\\" NB Pipe Joints RT_M10
197	2\\" NB Pipe Joints RT_M11
198	1\\" NB Pipe Joints RT_M13
199	Piping Modification:, Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required b y 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, l i ning up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric red uc ers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, ther mow ells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc ., w elded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostat ic te sting of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpl uses i ncluding providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those s pecifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawin gs, spec ifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers onl y modific ation / rework jobs.)
200	Piping Modification: Pipe size up to 2 inch NB_X1
201	Piping Modification: Pipe size 3 inch NB to 6 Inch NB_X2
202	Piping Modification: Pipe size 8 inch NB and above_X3
203	Fabrication of Mitre Bends - Long Radius:, Taking delivery of pipes from designated locations, transporting the same to site and fab rication of carbon steel piping specials by cutting, edge preparation, welding, all types of testing including radiography & includ i ng supply of all inputs such as labour, materials (other than those specifically undertaken to be supplied by the Owner under the co ntract), equipments, consumables etc. necessary to perform and completing the work in all respects in accordance with drawings, s pec ifications and instructions of the Site Engineer / EIC.
204	12.75\\" OD x 0.375\\" WT more than 45° & up to 90° Mitre Bend_P3
205	Double Cut Joint Hook-up: 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 e nds including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the wo rk in all respect as per specification and instruction of the Site Engineer / EIC., Note: The job also include evacuation of produc t f rom the piping section after isolating the section and flushing with water and its disposal.
206	18\\" OD - Double Cut
207	16\\" OD - Double Cut_O1
208	4.5\\" OD - Double Cut_O7
209	3.50\\" OD - Double Cut_O8
210	2.375\\" OD - Double Cut_O9
211	Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at wending joints ), Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, 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, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reduc i ng outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pre ss ure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment noz zles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by wate r after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and cons umable s necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall als o inclu de cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to we lding an d repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake fi lled /Liq uid epoxy / Equivalent with coating of thickness 700-1000 Microns . The locations where internal coating repair is expect ed would b e at pipe end, Flanges ,pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to wat er and comp leting the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC.
212	12.75\\" ODx 0.250\\" WT IS3589 FE410 Pipe_E5
213	4.5\\" ODx 0.237\\" WT ASTM A 106 Gr B Pipe FW_E9
214	1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B -FW_E12
215	Under ground piping for Fire Water Piping (with PU/3LPE Coating):
216	12.75\\" ODx 0.250\\" WT IS3589 FE410 Pipe U/G_G4
217	4.5\\" ODx 0.237\\" WT ASTM A 106 Gr B Pipe FW U/G_G8
218	1.315\\" ODx 0.179\\" WT ASTM A 106 Gr B Pipe FW U/G_G11
219	Installation of Valves(for Fire water Lines-Tanks & Piping) : , Taking delivery of valves of all types and pressure rating from thed esignated location within station premises, transporting the same tosite, erecting above ground on preconstructed foundations or un d ergroundincluding earth work in excavation and filling for under ground valvesat elevations specified in the drawings, priming and p ainting of aboveground valves, flood coating and wrapping of under ground portions (ifapplicable) including all inputs, labour, m ate rial and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in accordance with the drawings,manufacturer's installation instructions and specifications andinstructions of the Site Engineer /E IC. , Note:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items.
220	12\\"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K7
221	4\\"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K11
222	Hook-up of New Piping with existing fire water Piping :, Isolating the section by closing the valve and providing positive isolatio n with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing piping o f required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding, bev el ing the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding both t he pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labour, m ate rials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instructio n of the Site Engineer / EIC. , , NOTE: , i) This is a high precision work which is to be executing in minimum time so reduce opera tion downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engi neer and contractor should mobile all required resources before start of work. , ii) The job also include evacuation of product fro m the piping section after isolating the section and flushing with water and its disposal., iii) Prior to start of work Party to pr epare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approv ed pro cedure.
223	12.75\\" OD piping
224	\\"High Volume Long Range Foam Monitor 750 GPM capacity stand post type with inlet flange of 4\\"\\" X 150# HVLR_L2 Taking delivery of mo nitors from thedesignated location, transporting the same to site, erecting over fire water line as per AFC dr awings including all inputs, labour, material and consumable and completing the work in all respects in accordance with the drawing s,manufacturer's in stallation instructions and specifications andinstructions of the Site Engineer /EIC.\\"
225	\\"Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4\\"\\" x 150# WNR F Flange_L3 Taking delivery of hydrants from thedesignated location, transporting the same to site, erecting over fire water line as per AFC dr awings including all inputs, labour, material and consumable and completing the work in all respects in accordance wi th the drawing s,manufacturer's installation instructions and specifications andinstructions of the Site Engineer /EIC.\\"
226	Dismantling of Structures: _Q
227	Dismantling of Piping Aboveground and equipments_R
228	Dismantling of Piping Underground_S
229	Development of As Built Drawings , Data Sheets etc.:_T
230	FW Network Analysis as per specification_U
231	CSW Composites - Mech - CPCL
232	\\"Supply and Erection of Structural Steel:_A Supplying at site, steel structural items such as steel plates, bars, chequered plates, angles, beams channels, commercial quality h eavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., f abrication and erection of saddle supports an d other type of supports for pipes manifolds and valves, fabrication and erection of p latforms 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 accorda nce with drawings, specifications and instructi ons of the Site Engineer / EIC.\\"
233	\\"Supply and Erection of Electroforged Grating_B Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method, after comple te fabrication entire gratings shall be Hot Dip galvanized, gratings shall be norma ny of size 810mm X 250mm for steps and 1200mm X 1 000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting w ith base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consum able etc. necessary to perform and complete the work in all respect, in accordan ce with drawings, specifications and instructions of the Site Engineer / EIC.\\"
234	\\"Supply and Erection of GI Structural _C Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items inclu ding supply of all other inputs such as l abour, materials, consumable etc. necessary to perform and complete the work in all respec t, in accordance with drawings, specificat ions and instructions of the Site Engineer / EIC.\\"
235	\\"Painting: Zinc Ethyl Slicate Primer_D1 Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or wit h power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. priming with one coat of pr imer and Intermediate Coat and painting the surfaces with two coats of finish paint 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 En gineer / EIC\\"
236	Painting: High Build EPOXY MIO_D2
237	Painting: Isocynate Aliphatic Poly Urethene(PU)_D3
238	\\"PU /liquid epoxy Coating of under ground piping: Polyurethane Coating(PU)/ Liquid Epoxy Coating _E1 Cleaning exposed steel surface s 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 polyurethane coating(PU) using 100% solvent free elas tomeric plyurethane/ liquid e poxy, with approved materials, labour, equipment etc. and completing the job in all respects as per spe cification and instructions of the Site Engineer / EIC.\\"
239	\\" Copper Strips/ Flats for Jumpers for Flanged Joits 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 cutt ing drilling of holes of required size in the copper strips/ flats for bolting purp ose and complete the works in all respects as pe r specifications & drawings and instructions of Site Engineer/ EIC. Note:- Copper j umpers shall be installed in all the flanged jo ints of Product Process piping only and not in fire water lines\\"
240	Up to 30 mm wide x 1 mm thick Copper strip_H3
241	30 - 50 mm wide x 1 mm thick Copper strip_H4
242	50 - 75 mm wide x 1 mm thick Copper strip_H5
243	Supply and installation of SS sampling point as per drawing/ instruction of EIC_L
244	Supply and installation of Pig Handling System with jib crane for 24\\" Barrels
245	Supply & Installation of safety shower and eye wash as per drawing / instructions of EIC
246	\\" RETRACTABLE CORROSION COUPON HOLDER, 18\\"\\" Supply and installation of retractable Corrosion Coupon Holder with 2\\"\\" Thread-O-Ring ( TOR) fitting complete with Caps, Plugs, O-Ri ngs, Nipple & 2\\"\\" 150#/600#/900#full bore threaded ball valve.\\"
247	Excess Items_MECH
248	Mechanical Works
249	Mechanical Works - Vallur
250	10\\" SWMG ANSI 150#_A.8
251	8\\" SWMG ANSI 150# _A.9
252	3\\" SWMG ANSI 150#_A.12
253	Fasteners for Flanges 10\\" x 150# (0.87
254	Fasteners for Flanges 8\\" x 150# (0.750
255	8\\", WNRF FLANGE, ANSI - 150# (B 16.5)_C
256	3\\", WNRF FLANGE, ANSI - 150# (B 16.5)_C
257	3\\", BLRF FLANGE, ANSI - 150# (B 16.5)_
258	3\\" x 2\\" ANSI 150# Un Equal Tee_E.31
259	2\\" ANSI 150# 90 deg LR Bends_E.132
260	4\\"x3\\" x Concentric Reducer X 150#_E.230
261	24\\"x4\\" X 150# Weld-o-let
262	18\\"x2\\" X 150# Weld-o-let
263	16\\"x2\\" X 150# Weld-o-let_G.33
264	12\\"x2\\" x 150# Weld-o-let _G.39
265	10.75\\" OD x 0.365\\" WT, API5L PIPE, UPTO
266	2.375\\" ODx 0.218\\" WT (Sch.XS) ASTM A 10
267	BALL,API6D,F/F,A/G,TRU HOV,10IN,150#
268	BALL API6D HOV F/F A/G TRU 8IN 150#
269	BALL API6D HOV F/F A/G TRU BL F SF 3IN
270	BALL API6D HOV F/F A/G TRU BL F SF 2IN
271	1\\" x 800# W/W, A/G, HOV, API 602 GATE V
272	SWING CHECK VALVE, F/F A/G RF, API 6D,
273	1\\" x 1\\" 150# x150# F/F TRV_O.60
274	24\\" OD x 0.375\\"/0.406\\"WT APL 5L
275	18\\" OD x 0.375\\"/0.438\\"WT APL 5L
276	12.75\\" OD x 0.375\\" WT APL 5L _D3
277	2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B /A
278	1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B /
279	10.75\\" OD x 0.365\\" APL 5L -U/G_F5
280	3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B/A333
281	2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B/A3
282	1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B/A
283	16\\" x 150# , API 6D SWING CHECK VALVE ,
284	14\\" x 150# , API 6D SWING CHECK VALVE ,
285	10\\" x ANSI 150# / 300# HOV F/F API 6D B
286	8\\" x ANSI 150# / 300# HOV F/F API 6D Ba
287	3\\" x ANSI 150# / 300# HOV F/F API 6D Ba
288	2\\" x ANSI 150# / 300# HOV F/F API 6D Ba
289	1\\" x ANSI 800# HOV W/W API 602 Gate Val
290	18\\"x ANSI 150# F/F A/G API 6D Plug Valv
291	8\\"x10\\" Pilot operated Surge Pressure Re
292	1\\" x 1\\" Thermal Relief Valve F/F ANSI
293	Supply and Erection of Structural Steel
294	Mechanical Works - CPCL
295	10\\" SWMG ANSI 150#_A.8
296	3\\" SWMG ANSI 150#_A.12
297	2\\" SWMG ANSI 150#_A.13
298	Fasteners for Flanges 10\\" x 150# (0.87
299	Fasteners for Flanges 2\\" x 150# (0.625
300	3\\", WNRF FLANGE, ANSI - 150# (B 16.5)_C
301	2\\", WNRF FLANGE, ANSI - 150# (B 16.5)_C
302	3\\", BLRF FLANGE, ANSI - 150# (B 16.5)_
303	3\\" x 1\\" ANSI 150# Un Equal Tee_E.32
304	1\\" ANSI 150# 90 deg LR Bends_E.133
305	18\\"x4\\" X 150# Weld-o-let
306	3.500\\" ODx 0.216\\" WT (Sch.STD) ASTM A 1
307	1\\" x 800# W/W, A/G, HOV, API 602 GATE V
308	16\\" OD x 0.375\\"/0.438\\"WT APL 5L _D1
309	8.625\\" OD x 0.322\\" / 0.375\\" / 0.438\\" WT
310	3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B /A33
311	1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B /
312	18\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G
313	16\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G_F
314	3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B/A333
315	1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B/A
316	Civil CSW (ITC) at Vallur
317	EARTHWORK :
318	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 :
319	In all kinds of soil
320	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
321	CONCRETE WORK :
322	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]
323	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]
324	REINFORCED CEMENT CONCRETE :
325	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level :
326	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]
327	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
328	Foundations, footings, bases of columns, etc. for mass concrete
329	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
330	Thermo-Mechanically Treated bars of grade Fe-500D or more
331	All works upto plinth level
332	Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
333	Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
334	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\\"]
335	All works upto plinth level
336	Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts 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]
337	MASONRY WORK :
338	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
339	Cement mortar 1:4 (1 cement : 4 coarse sand)
340	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. including pre 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 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 conc rete work).
341	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.
342	FLOORING :
343	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.
344	15 mm cement plaster on rough side of single or half brick wall of mix :
345	1:6 (1 cement : 6 coarse sand)
346	6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
347	Neat cement punning.
348	GENERAL WORKS :
349	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.
350	Civil CSW (NonITC) at Vallur
351	EARTHWORK :
352	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.
353	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 :
354	In all kinds of soil
355	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms 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 :
356	In all kinds of soil
357	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.
358	Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to all leads, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
359	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
360	Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge.
361	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 moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in 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.
362	Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment].
363	CONCRETE WORK :
364	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
365	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]
366	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]
367	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]
368	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]
369	Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]
370	Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge.
371	REINFORCED CEMENT CONCRETE :
372	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level :
373	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]
374	1:2:4 [1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sour ces]
375	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement, with :
376	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]
377	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 Degree landings, balconies, shelves, chajjas , lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cos t of centering, shuttering, finishing and reinforcement, with :
378	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]
379	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
380	Foundations, footings, bases of columns, etc. for mass concrete
381	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
382	Suspended floors, roofs, landings, balconies and access platform
383	Shelves (Cast in situ)
384	Lintels, beams, plinth beams, girders, bressumers and cantilevers
385	Columns, Pillars, Piers, Abutments, Posts and Struts
386	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
387	Thermo-Mechanically Treated bars of grade Fe-500D or more
388	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level :
389	Thermo-Mechanically Treated bars of grade Fe-500 D or more
390	All works upto plinth level
391	All works above plinth level upto floor V level
392	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
393	Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts 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]
394	MASONRY WORK :
395	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
396	Cement mortar 1:4 (1 cement : 4 coarse sand)
397	Cement mortar 1:6 (1 cement : 6 coarse sand)
398	Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in :
399	Cement mortar 1:6 (1 cement : 6 coarse sand)
400	CLADDING WORK :
401	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Raj Nagar Plain white marble / Udaipur green marble/ Zebra black marble for kitchen platforms, vanity counters, window sills, facias and similar locations of req uired size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treat ed with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to gi ve high gloss finish etc. complete at all levels :
402	Area of slab over 0.50 sqm
403	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels :
404	Area of slab up to 0.50 sqm
405	Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations lai d over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and d irections of the Engineer-in-Charge.
406	Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge.
407	STEEL WORK :
408	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrange ments for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27. 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters :
409	80 x 1.25 mm M.S. laths with 1.25 mm thick top cover
410	Providing and fixing ball bearing for rolling shutters.
411	Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete :
412	Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides.
413	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. including pre 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 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 conc rete work).
414	Supplying & fixing welded steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iro n frame by welding, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engin eer-in-Charge. [Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid s eparately].
415	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.
416	Supplying & fixing Pigeon Protection net of mesh 15 mm x 15 mm & Gauge SW14 in sheds including specials required for bolting with ti e members of truss, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engine er-in-Charge.
417	FLOORING :
418	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.
419	Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardne r consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IR ONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specific ations and directions of the Engineer-in-Charge.
420	Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge :
421	In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
422	In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
423	Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) :
424	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete :
425	Size of Tile 600x600 mm
426	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of c ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete :
427	Size of Tile 600x600 mm
428	ROOFING & CEILING :
429	Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.
430	Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
431	Providing and fixing thermal insulation system for roof of VFD Room consisting of G.I. channels of size 50x50x5 mm thick all around periphery and intermediate runner of composite unit made of two channel sections at 1220 mm centre to centre fixed with G.I. dash fa stners 6 mm x 40 mm x 60 mm, fixing 50 mm thick Rockloyd Rockwool Slabs manufactured by M/s LLOYD INSULATIONS (INDIA) LIMITED or any other approved equivalent brand of density 48 Kg/cum laminated with 0.05 mm aluminium foil on facing side having K-Value of 0.028 W mK on to the G.I. channels with neccessary G.I. wire netting & 20 mm S.T. screws at 150 mm c/c, fixing Gypsum Board or E-Board on to the G.I. channels with self tapping screw, necessary beading at joints including cleaning the soffits, making openings for light fi ttings etc. with suitable peimeter framing all complete as per manufacturer's recommendations and directions of the Engineer-in-Char ge.
432	Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion.
433	Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :
434	Coupler (110 mm)
435	Single Push-fit Coupler (110 mm)
436	Bend- 87.5 Degrees (110 mm)
437	Shoe - Plain (110 mm)
438	Designing, providing, fabricating and fixing profiled sheeting 730-1020 mm cover width, 28-30 mm crests @ 186-333 mm centre to centr e, manufactured out of 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel (Minimum yield strength of 550 MPa) coated with hot dip m etalic galvalume/ zincalume coating AZ-150 or equivalent as per AS:1397 and super polyster XRW quality paint coat as per AS/ NZS2728 (Category-3) of approved colour for roofing, cladding, gutters, rainwater pipes, spouts etc. The total mass of the coating on both sides shall be 150 gms/sqm (Zinc 45%/ Aluminium 55%). The total paint coat thickness shall be 35 microns, comprising of 20 microns e xterior coat of super polyster XRW on top surface and 5 micron super polyester on back surface over 5 micron primer coats on both su rfaces including side and end laps. The sheets shall have wide pans with 2-3 stiffening ribs for effective water shedding and specia l male/ female ends with full return legs on side laps for purlins support and anti-capilary flute in side lap. The sheets shall be fixed using polymer coated hot dip galvanised hex head self drilling fasteners as per AS:3566 (Class-3) on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners at 300 mm c/c on all sides and end laps, etc. Approved sea ling tapes shall be used on side laps and end laps of sheets and closer to be provided at the last end of sheet. The measurement sha ll be based on per unit of finished/ laid area. Item to include curved sheets also wherever required. The Contractor shall give mini mum 10 year guarantee for the sheets against deterioration, disintegration, loss of lustre, variation in colour, etc. and leakages a cross laps, fasteners etc. The Contractor is to submit design and shop drawing for approval on the sheet profile, design and details before installation :
439	Roof, side cladding, gable end cladding, gutters, rainwater pipes/ spouts etc. [Note: The area of sheet coverings shall be measured on the flat surface i.e. without allowance for laps and ribs].
440	Supplying, erecting and fixing in position 600 mm wide Colour Bond Ridge Cap and corner flushing rolled from 0.5 mm TCT BHP Zincalum e AZ-150 High Tensile Steel (550 MPa Yield Strength) including fixing to sheets stiched by (4.8 mm x 16 mm) Hex Head stitch screws, with metal bonded EPDM washers all complete as per specifications and directtions of the Engineer-in-Charge.
441	Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ' J' or 'L' hooks, bolts & nuts 8 mm dia. G.I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system un der approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS:10192 and IS:12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified :
442	2 mm thick corrugated (2.5\\" or 4.2\\" or 6\\") or step-down (2\\" or 3\\" or 6\\" ) as specified.
443	Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow 'V' groove, cl ipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres made of double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a di stance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complet e as per manufacturer's recommendation and directions of the Engineer-in-Charge. [Note: Measurement shall be made wall to wall witho ut any deduction for openings, for payment purpose].
444	FINISHING :
445	15 mm cement plaster on the rough side of single or half brick wall of mix :
446	1:6 (1 cement : 6 fine sand)
447	12 mm cement plaster of mix :
448	1:4 (1 cement : 4 coarse sand)
449	15 mm cement plaster on rough side of single or half brick wall of mix :
450	1:6 (1 cement : 6 coarse sand)
451	12 mm cement plaster finished with a floating coat of neat cement of mix :
452	1:3 (1 cement : 3 fine sand)
453	6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
454	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.
455	Neat cement punning.
456	Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge.
457	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
458	Water thinnable cement primer
459	Finishing walls with water proofing cement paint of required shade :
460	New work (Two or more coats applied @ 3.84 Kg/10 sqm)
461	Finishing walls with textured exterior paint of required shade :
462	New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
463	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
464	Two or more coats on new work
465	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete.
466	Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved bra nd and manufacture, including applying additional coats wherever required, to achieve even shade and colour :
467	Two coats
468	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
469	One or more coats on old work
470	REPAIR & REHABILITATION WORKS :
471	Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, blac k finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of me mbrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemi cal parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less than 150°C. (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.
472	Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge.,,,,
473	DISMANTLING & DEMOLISHING :
474	Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lea d of 1.0 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
475	ROAD WORK :
476	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.
477	Supplying and stacking at site :
478	90 mm to 45 mm size stone aggregate
479	Stone screening 13.2 mm nominal size (Type A)
480	Moorum
481	Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rollin g with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite ty pe of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
482	Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25 Kg of bitumen per sqm with 1.65 cu m of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capa city etc. complete.
483	Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 Kg/sqm of surface area with 1.5 cum of st one chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, e tc. complete :
484	Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887)
485	Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately].
486	Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer
487	Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit \\"CM\\" shall mean \\"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\\"].
488	Providing and laying in position bitumen hot sealing compound for expansion joints etc. :
489	Using Grade 'A' sealing compound. [Note: Unit \\"CM\\" shall mean \\"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\\"].
490	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 :
491	New work (Two or more coats)
492	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.
493	Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materi al by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank hea ter and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the ro ad surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accord ance with applicable specifications.
494	Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transpo rted to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desire d compaction and density, complete as per specificatons and directions of the Engineer-in-Charge :
495	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch T ype Hot Mix Plant of 100-120 TPH capacity.
496	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 :
497	80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern.
498	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) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.]
499	DRAINAGE :
500	Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

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Tender For Offloading Of Combined Station Works Including Civil, Mechanical, Electrical, Telecom And Instrumentation Works At Iocl Terminal In Vallur (Chennai) And Cpcl Refinery (Manali, Chennai) Under Chennai Common Corridor Pol Pipelines (Cccpl) Project, Chennai-Tamil Nadu

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Tender For Offloading Of Combined Station Works Including Civil, Mechanical, Electrical, Telecom And Instrumentation Works At Iocl Terminal In Vallur (Chennai) And Cpcl Refinery (Manali, Chennai) Under Chennai Common Corridor Pol Pipelines (Cccpl) Project, Chennai-Tamil Nadu

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