Tender For Part Works For Mainline Laying, Hdd And Combined Station Works, Mumbai-Maharashtra

TDR : 48924131

Tender Notice
Corrigendum Details
BOQ

Expired

Mumbai , Maharashtra

Tender Brief : Corrigendum : Tender For Part Works For Mainline Laying, Hdd And Combined Station Works

Document Fees
Refer document

EMD
₹ 485000.0 /-

Tender Value
₹ 19.28 Crore /-

Submission Date
28-07-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	18-07-2025	Addendum-9	Date	28-07-2025
2	11-07-2025	Addendum8	Date	17-07-2025
3	01-07-2025	Addendum7	Date	10-07-2025
4	19-06-2025	Addendum6	Date	30-06-2025
5	11-06-2025	Addendum5	Date	18-06-2025
6	03-06-2025	Addendum4	Date	10-06-2025
7	27-05-2025	Addendum3	Date	03-06-2025
8	21-05-2025	Addendum1	Other	27-05-2025
9	21-05-2025	Addednum2	Date	27-05-2025

Name of Work:Part Works for “Mainline Laying, HDD & Combined Station Works for ATF Pipeline from Jawaharlal Nehru Port Trust (JNPT) to Navi Mumbai International Airport (NMIA) under JNPT-NMIA ATF Pipeline Project (14” OD)”Group B: Combined Station Works including Civil, Mechanical, Electrical, Telecom and Instrumentation works at Jawaharlal Nehru Port Trust (JNPT) and Navi Mumbai International Airport (NMIA) terminals (Balance Works)

Sl. No.	Item Description
1	GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ.
2	CSW Civil - ITC
3	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 :
4	In all kinds of soil
5	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.
6	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
7	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
8	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]
9	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]
10	Centering and shuttering including strutting, propping etc. and removal of formwork for :
11	Foundations, footings, bases for columns
12	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 :
13	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]
14	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
15	Foundations, footings, bases of columns, etc. for mass concrete
16	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
17	Thermo-Mechanically Treated bars of grade Fe-500D or more
18	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
19	All works upto plinth level
20	Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
21	Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
22	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\"]
23	Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as wellas fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batch ing plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , ex cluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as pe r IS:9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per directionsof the Engineer-in-Charge. [Note : Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately] :
24	All works upto plinth level
25	Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding downbolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer \"s recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge]
26	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
27	Cement mortar 1:4 (1 cement : 4 coarse sand)
28	Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingpre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying& applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERGER orany other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work).
29	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.
30	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.
31	15 mm cement plaster on rough side of single or half brick wall of mix :
32	1:6 (1 cement : 6 coarse sand)
33	6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
34	Neat cement punning.
35	Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] :
36	450 mm diameter piles
37	Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified dia meter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost ofsteel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. [Note: Length of pile for payment shall be measured upto to the bottom of pile cap] :
38	400 mm diameter piles
39	Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per sp ecification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynami c method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-in-Charge.] :
40	Single pile up to 50 tonne Safe Capacity :
41	Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"]
42	Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"]
43	Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (Part-IV) by Kentledge method including preparat ion of pile head etc. for :
44	Single pile :
45	Up to 50 tonne Safe Capacity pile. [Note: Unit \"EA\" shall mean \"PER TEST\"]
46	Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS:14893 including surfa ce preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and hig h skill trained personal for conducting the test & submission of results, all complete as per directions of the Engineer-in-Charge. [Note: Unit \"EA\" shall mean \"PER TEST\"]
47	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.
48	CSW Civil - Non ITC
49	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.
50	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 :
51	In all kinds of soil
52	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge :
53	In all kinds of soil
54	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.
55	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
56	Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
57	Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimummoisture content to 90% of Proctor\"s density consolidation by rolling with 8 to 10 tonne power rollerin 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-Chargecomplete 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.
58	Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor\"s own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisturecontent to 90% of Proctor\"s density, consolidation androlling with 8 to 10 tonne power rollerin layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
59	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 buildingshall be measured for payment].
60	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
61	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]
62	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]
63	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]
64	1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources)
65	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]
66	Centering and shuttering including strutting, propping etc. and removal of formwork for :
67	Foundations, footings, bases for columns
68	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]
69	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre on dam p proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
70	Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s sp ecification. [Note: Unit \"KG\" shall mean \"PER KG PER 50 KG OF CEMENT\"].
71	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.
72	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 :
73	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]
74	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
75	Foundations, footings, bases of columns, etc. for mass concrete
76	Suspended floors, roofs, landings, balconies and access platform
77	Lintels, beams, plinth beams, girders, bressumers and cantilevers
78	Columns, Pillars, Piers, Abutments, Posts and Struts
79	Stairs, (excluding landings) except spiral-staircases
80	Weather shade, Chajjas, corbels, etc. including edges.
81	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
82	Thermo-Mechanically Treated bars of grade Fe-500D or more
83	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level :
84	Thermo-Mechanically Treated bars of grade Fe-500 D or more
85	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
86	All works upto plinth level
87	All works above plinth level upto floor V level
88	Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
89	Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
90	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\"]
91	Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding downbolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer \"s recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge]
92	Painting foundation concrete (RCC) with hot bitumen of grade VG-10 @ 17 Kg/10 sqm including cleaning the foundation concrete with br ushes etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
93	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
94	Cement mortar 1:4 (1 cement : 4 coarse sand)
95	Cement mortar 1:6 (1 cement : 6 coarse sand)
96	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level :
97	Cement mortar 1:3 (1 cement :3 coarse sand)
98	Extra for providing and placing in position 2 Nos. 6 mm dia. M.S. bars at every third course of half brick masonry.
99	Providing and laying autoclaved aerated cement blocks masonry with 150 mm/ 230 mm/ 300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive m ortar all complete as per directions of Engineer-in-Charge. [Note: The payment of RCC band and reinforcement shall be made for seper ately].
100	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 atall levels :
101	Area of slab up to 0.50 sqm
102	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent o r dyed to required colour or shade, with necessary screws etc. complete :
103	100 mm
104	Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick r im bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headed screws, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm completein all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of t he Engineer-in-Charge.
105	Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia. double threaded 6.8 Grade (YieldStrength 480 N/sq.mm.), counter sunk head, comprising of 10 m dia. Polyamide PA 6 Grade sleeve, including drilling of hole in frame, concrete/ masonry, etc. as per the directions of Engineer-in-Charge :
106	10x120 mm
107	Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingpre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying& applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERGER orany other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work).
108	Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing includinggate, ladders, safety grills, walkways, collapsible gate, signboar ds, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying twocoats of epoxy paint \"EPILUX 155\" High Build Enamel over a coat ofEPILUX 610 Primer of M/s Berger or any other approved equivalen t make as permanufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing a nchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio ns of the Engineer-in-Charge. (excluding the cost of concrete work).
109	Supplying and fixing, shop fabricated M.S. steel Electroforged Welded Gratings (Hot dip galvanised as per IS:2629 and tested as per IS:2633 and IS:6745) of approved make with quantity of zinc coating shall not be less than 9.0 N/sqm of surface area (0.12 mm unifor m thickness) over drains, stair treads etc., wherever required with maximum size of void/ mesh in the grating limited to 33 mm x 50 mm including welding/ fixing/ clamping to base frame, etc. complete in all respects inclusive of cost of all labour, materials, tool s, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
110	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].
111	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.
112	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.
113	Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting ofmix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 k g of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
114	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.
115	Extra over item of IRONITE NO. 1 flooring for use of IRONITE NO. 3 (Metallic Dry Shade) in lieu of top layer of IRONITE NO.1
116	Providing and fixing glass strips (40 mm wide & 4 mm thick) in joints of cement concrete floors.
117	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) :
118	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete.
119	Extra for pre finished nosing in treads of steps of Kota Stone slab.
120	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.
121	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.
122	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.
123	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 :
124	Coupler (110 mm)
125	Single Push-fit Coupler (110 mm)
126	Single Tee with door (110x110x110 mm)
127	Bend- 87.5 Degrees (110 mm)
128	Shoe - Plain (110 mm)
129	Providing and fixing Unplasticised PVC (uPVC) pipe clips (110 mm) of approved design to unplasticised-PVC rainwater pipes by means o f 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
130	Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square w ith a height of 8 mm and weighing not less than 100 gms.
131	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 detailsbefore installation :
132	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].
133	Providing, supplying, erecting and fixing in position 3 mm thick polycarbonate sheets of approved texture and colour for roof lighti ng. Sheets to be profiled to match metal sheets described in respective item above. Cost to include jointing, sealing with Butyl adh esives and tapes as per manufacturers specifications and all labour, tools, plants, temporary works, etc. all complete.
134	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.
135	Providing and fixing factory formed rainwater gutters (as per AS-2179) made of the same material used for roofing i.e. 0.45 mm BMT ( Base Metal Thickness) Hi-Tensile Steel with minimum 550 MPa Yield Strength coated with hot dip metallic zinc-aluminium alloy coating\"ZINCALUM AZ-150\" or equivalent (as per AS:1397), with super polyester Colorbond XRW quality paint coat as per AS/ NZS:2728 (Catego ry-3) of approved colour, having girth as per design complete in all respect with all necessary supporting straps, joining material,bolts, nuts, washers, sealing material, including cutting holes, making drop ends, funnels etc. or as directed by the Engineer-in-C harge. [Note: Measurement shall be done on as laid length].
136	15 mm cement plaster on the rough side of single or half brick wall of mix :
137	1:6 (1 cement : 6 fine sand)
138	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
139	6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
140	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.
141	Neat cement punning.
142	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
143	Water thinnable cement primer
144	Finishing walls with water proofing cement paint of required shade :
145	New work (Two or more coats applied @ 3.84 Kg/10 sqm)
146	Finishing walls with textured exterior paint of required shade :
147	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
148	Applying priming coat :
149	With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
150	With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
151	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete :
152	On steel work
153	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
154	Two or more coats on new work
155	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
156	Two or more coats on new work
157	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.
158	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.
159	Extra for covering top of membrane with Geotextile, 120 GSM non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membra ne with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.
160	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directionsof Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :
161	Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
162	Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
163	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior todismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved bythe Engineer-in-Charge]
164	Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 5 0 metres lead as per the directions of Engineer-in-Charge.
165	Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.
166	Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the workarea shall be done prior to dismantling operations]
167	Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :
168	Of area 3.0 sq. metres and below
169	Of area beyond 3.0 sq. metres
170	Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in :
171	Rolled Steel Joists
172	Channels, angles, tees and flats
173	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting ri vets, welding etc. including dismembering and stacking within 50 metres lead. [Notes: (1) Dismantling shall be allowed during day sh ift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shallbe done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approv ed by the Engineer-in-Charge.]
174	Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead asper direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the sameshall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations . (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.]
175	Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 5 0 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior pe rmission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to d ismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity] :
176	Bituminous Road
177	Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, tr ansporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for a ll leads including all lifts involved.
178	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.
179	Supplying and stacking at site :
180	90 mm to 45 mm size stone aggregate
181	63 mm to 45 mm size stone aggregate
182	Stone screening 13.2 mm nominal size (Type A)
183	Stone screening 11.2 mm nominal size (Type B)
184	Moorum
185	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.
186	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.
187	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 :
188	Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887)
189	Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as perdesign 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].
190	Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer
191	Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTH PERCENTIMETRE WIDTH PER METRE LENGTH\"].
192	Providing and laying in position bitumen hot sealing compound for expansion joints etc. :
193	Using Grade \"A\" sealing compound. [Note: Unit \"CM\" shall mean \"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\"].
194	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 :
195	New work (Two or more coats)
196	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.
197	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.
198	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 :
199	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.
200	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 :
201	80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern.
202	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line,level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) PrecastC.C. kerb stones shall be approved by the Engineer-in-Charge.]
203	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 :
204	450 mm dia. R.C.C. pipe
205	Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cemen t mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
206	450 mm dia R.C.C. pipes
207	Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement insideand its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge.
208	Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive ofall labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge :
209	1000mm x 1000mm x depth up to 1200mm inner dimensions.
210	750mm x 750mm x depth up to 1000mm inner dimensions
211	600mm x 600mm x depth up to 750mm inner dimensions
212	Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] :
213	450 mm diameter piles
214	Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per sp ecification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynami c method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-in-Charge.] :
215	Single pile up to 50 tonne Safe Capacity :
216	Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"]
217	Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"]
218	Single pile above 50 tonne and up to 100 tonne Safe Capacity :
219	Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"]
220	Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"]
221	Group of two or more piles up to 50 tonne Safe Capacity :
222	Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"]
223	Lateral load testing of single pile in accordance with IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load on pile :
224	Up to 50 tonne capacity pile. [Note: Unit \"EA\" shall mean \"PER TEST\"]
225	Above 50 tonne and up to 100 tonne capacity pile. [Note: Unit \"EA\" shall mean \"PER TEST\"]
226	Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS:14893 including surfa ce preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and hig h skill trained personal for conducting the test & submission of results, all complete as per directions of the Engineer-in-Charge. [Note: Unit \"EA\" shall mean \"PER TEST\"]
227	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of requireddia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neopre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] :
228	For fixed portion :
229	Polyesterpowdercoatedaluminium (Minimum thickness of polyester powder coating 50 micron)
230	For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] :
231	Polyesterpowdercoatedaluminium (Minimum thickness of polyester powder coating 50 micron)
232	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] :
233	With float glass panes of 5.50 mm thickness
234	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logoembossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivotand single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. :
235	With stainless steel cover plate minimum 1.25 mm thickness
236	Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealan t (both primary and secondary sealant) etc. as per specifications, drawings and directions of the Engineer-in-Charge complete.
237	Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge :
238	Polyester powder coated (Minimum thickness 50 micron) aluminium tubular handle bar
239	Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete.
240	Providing and fixing aluminium round shape handle of outer diameter 100 mm with SS screws etc. complete as per directions of the Eng ineer-in-Charge :
241	Polyester powder coated (Minimum thickness 50 micron) Aluminium
242	Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weat her/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions of t he Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 :
243	Up to 5 mm depth and 5 mm width
244	Up to 10 mm depth and 10 mm width
245	Up to 20 mm depth and 20 mm width
246	Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer\"s specification and as per directions of the Engineer -in-Charge.
247	Grading roof for water proofing treatment with :
248	Cement mortar 1:3 (1 cement : 3 coarse sand)
249	Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflec tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly c leaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge .
250	Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge.
251	Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge.
252	Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of earth measuredin stacks will be reduced by 20% for payment].
253	Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge measured in st acks will be reduced by 8% for payment].
254	Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note: Volume o f cattle manure measured in stacks will reduced by 8% for payment].
255	Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm,refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, fillin g with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared u nserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR].
256	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by vo lume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) floodingwith water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, sludg e or extra good earth if needed shall be paid separately under relevant item of SOR].
257	Holes 1.2 m diameter and 1.2 m deep
258	Holes 60 cm diameter and 60 cm deep
259	Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supply and filling of good earth, if required during maintenance period. [N ote: The grass and good earth shall be paid for separately under relevant item of SOR] :
260	In rows 5 cm apart in both directions
261	Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottl e Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complet e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engine er-in-Charge.
262	Design, Fabrication, Transportation, Supply, Installation, Erection and Fixing of factory finished custom designed Cold Formed LightGauge Steel Framed Pre-Engineered Building as per Technical Specifications comprising of: (1) Cold Formed Members such as Columns, Rafters, Crane Beams, FOs, Purlins, Girts, Eave Struts, C-Sections, etc. (2) Eave Gutter & Down take Pipes - 0.50mm thick coated wit h Silicon Modified Polymer (3) Hot Rolled sections and all necessary connections, plates, etc. (4) Mezzanine Floor System (5) AnchorBolts (6) Connection Bolts (7) False Ceiling Anchorage Arrangements. (8) Accessories like Heavy Duty Tension Ties, Light Duty Hold- ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles, Hill Side Washers, etc. for better structural stability. [Notes: (1) Pre-Engineered Building shall be designed as per IS:801 using commerciall y available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ Architek V2.5.16/ Revit Architecture-2011 or equivalent. (2) The sco pe of item also includes design of foundation for PEB and submission of design details along with detailed drawings for approval of the Engineer-in-Charge. (3) The quantity indicated herein is tentative and may vary depending upon the approved design of PEB. (4) M embers such as Purlins, Girts, Eave Struts, C-Sections, etc. shall be manufactured out of minimum 0.75 mm thick steel sheet as per d esign requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for Cold Formed Steel framing & construction and also as per IS: 875-198 7, ISO 800-1984 and IS: 801-1975. (5) All self drilling tapping screws for joining the members shall have a Type-II coating in accor dance with ASTM B 633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20 mm. (6) Wherever required, th e structural members shall be fixed to RCC slab or Tie Beam over Neoprene rubber using self expanding carbon steel anchor bolt of di ameter as per approved drawings. (7) Providing, fabricating and supplying Hot-Dip Galvanized Holding Down Bolts including all assemb les and accessories, required to be embedded in concrete work and base plate are included in this item. The bolts shall be of suffic ient length to ensure that a minimum 40mm length of threaded portion is embedded in concrete. Threaded portion to be left projectingoutside the concrete surface shall be as per requirement of design and approved drawings. Cost of fabricated, assembled and supplie d bolts shall include all necessary expenses incurred including costs of all washers nuts lock nuts and pins that may be required fo r securing the structural member with the embedded bolts. Work of actual fastening of the structural components with the embedded bo lts is also included in this item. However installation of the foundation bolts shall be covered in the relevant concreting item. Th e quoted rate for the item shall include cost of executing the work for bolts of all diameters and lengths. (8) The rate includes th e concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at siteas described above.]
263	Electrical - Supply
264	SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges:
265	RUBBER HAND GLOVES: Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark.
266	RUBBER HAND GLOVES: Rubber hand gloves suitable for 33 KV operation with ISI mark.
267	Supply and installation of 11/6.6 KV Discharge Rod
268	Supply and installation of 33 KV Discharge Rod
269	Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B)
270	Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest)
271	Supply of fire buckets mounted on stand
272	Electrical resistance based corrosion monitoring system consisting of following items:
273	Flareweld Access Fitting Assembly
274	Hollow Plug Assembly
275	Heavy Duty Protective Cover
276	Primary Packing for Hollow Plug Assembly
277	ER Probe Extension Adapter
278	Retrievable flush ER probe
279	Transmitter (intrinsically safe) as per specification including 5 m suitable cable for connection with ER probe.
280	Receiver with Safety Barrier & 3 digit LED display suitable for interfacing with SCADA as per specification.
281	Retriever kit
282	Service Valve Kit
283	Supply of high mast tower as per technical specification enclosed IOCL-PL-ELEC-HMT-1.0. The job includes supply of (1) 20 M high mas t structure with lantern carriage with raising/lowering mechanism by FLP motor, min. steel plates sheet thickness shall be 5 mm (2) LED flood light fixtures & lamps- 350 W (120 Lumens/W min. efficiency) - 12 nos. & LED Aviation obstruction lights - 02 nos. (3) Lig htning arrestor-1200 mm length finial (4) FLP feeder pillar board with cables from feeder pillar to base compartment of high mast (5 ) Foundation bolts.The vendor will submit the foundation design based on soil strata (soil report shall be provided by IOCL) of lo cations. Further vendor shall provide supervision for testing & commissioning of high Mast
284	High Mast Shaft with cables, FLP/WP motor, cables and accessories - For20 M Height
285	Foundation bolts with anchor plate & common template for high mast tower (30M/20M Height)
286	LED flood light type -350 W (12 nos.) & Aviation obstruction LED light - 02 nos.
287	Outdoor stand mounted FLP/WP feeder pillar
288	\"LT PANEL (UPS) : Supply of wall mounting, single front, fixed type, medium voltage, 10KA,LT panel complete as per specifications\"
289	\"HT TERMINATION KIT : Supply of indoor / outdoor HT cable termination kitcomplete in all respect for the following sizes of cables as per specifications\"
290	3CX300 SQMM,22kV INDOOR TYPE
291	3CX300 SQMM,22kV OUTDOOR TYPE
292	Electrical - Services
293	CABLE TRENCH: Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres inclu ding shoring,strutting etc. (if necessary), backfilling the trench, job complete in all respects,including alllabourand ma terials complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge
294	WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyketoorigina l condition and disposing off excess materials(within thework site) job complete in all respects including the cost of labou r, tools, materials, load, lifthire charges of equipments, ifany, complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge.
295	Cable Laying - Layingofall typeof cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materialssuch as fixingclamps, screws, cable straps, tags, etc.as required (other than the supplyofthe conduits, cables, pipes, cable racks, trays,poles,structures and panels) complete in all respect, including cost of allla bour, tools, consumable materials, etc. and cutting the cables in required lengths asper drawings, specification and directionso fSite Engineer / Engineer-in-Charge:
296	Power cables LT : OD upto 20 mm
297	Power cables LT : OD above 20 mm and upto 40 mm
298	Power cables LT : OD above 40 mm and upto 60 mm
299	Power Control cables LT :OD upto 20 mm
300	Power cables HT
301	Control cables (T&I) : OD upto 20 mm
302	Control cables (T&I) : OD above 20 mm and upto 30 mm
303	Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDFthrough ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fix ing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modu lar plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required mate rials such as fixing clamps, screws, cable straps, tags etc. as requiredcomplete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc.
304	Installation, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and pos t-laying end to end testing of cables. The job includes supply, installation & fixing of Duplex (2 port) Face plate (Network I/O poi nt) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc . as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in- charge including cost of all labour, tools & tackles, materials etc.
305	Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Optical Fibre Cable in HDPE pipe, carrying out end to end testing of laid Optical fibre cables by taking OTDR traces and su bmitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and installation of required mat erials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per drawings and directions of Si te Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc. The job includes han ding over the tested cables to the Telecom / Control System Works Contractor in commissioning of Local Area Network.
306	Disconnection, Sealing with waterproof cable end cover and coiling it neatly for placing in cable trench below, of incoming and outg oing cables from the panels and equipments:
307	2/3/4/5/6C upto 95 sqmm
308	2/3/4C from 120 upto 400 sqmm
309	HT SWITCHBOARD (6.6/11 KV) - Erection, Installation including transportation from owner desginated location, testing and commissioni ng of HT Switch Board consisting of VCB\"s and other accessories including termination of all LT/control cables, installation on foun dation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments / r elays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additional protections etc., connection of 230 V Supply / battery bank 110 V DC supply, earthing of HT Switchboard, making all the interconnections/ outgoing/incoming LT power& control cable connections including making holes for cable entries as required with materials i.e. WP Cable glands, end lugs, lab our, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. (Note : Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT Switch Board.):
310	HT Switchboard with upto 10 VCB
311	Single VCB panel
312	HT Capacitor Bank switcboards of 6.6 kV - Erection, Installation including within site transportation, testing and commissioning of High Voltage (HT) Capacitor Bank switcboards of 6.6 kV consisting of VCB\"s and other accessories including termination of all LT/con trol cables, installation on foundation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments / relays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additionalprotections etc., connection of 230 V Supply / battery bank 110 V DC supply, earthing of HT Switchboard, making all the interconnec tions/ outgoing/incoming LT power & control cable connections including making holes for cable entries as required with materials i. e. WP Cable glands, end lugs, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Eng ineer / Engineer-in-Charge. (Note: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT capacitorSwitch Board.):6.6 kV, above 800 and upto 2000 kVAR capacitor bank
313	HT Motor (6.6/11 KV) - Installation, testing and commissioning of owner supplied, 3-Phase Squirrel Cage, HT induction Motors & Localspeed Controller (if provided). The job includes execution of terminal connections with HT/LT power and control cables , earthing o f Motor / Local speed controller, armour of all the cables etc., with materials i.e. FLP/WP Cable glands, end lugs, labour, tools an d tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. (Note: Commissioni ng assitance (Only Supervision) shall be provided by the supplier of the pumping unit.):HT Motor rating below 500 KW
314	415 V AC 3 phase / 230 V AC single phase motors - Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (includi ng space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power ca bles, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, ar mour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips , labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc.:
315	Capacity upto and including 1 KW
316	Capacity above 1 KW and upto 2.5 KW
317	Capacity above 2.5 KW but upto 7.5 KW
318	Capacity above 7.5 KW but upto 50 KW
319	LT Panel - Erection, installation including transportation from owner desginated location, testing and commissioning of415 V, owne r supplied power-control- centres, motor control centres, soft starters, APFC panel etc. assembling as required, installation on thealready made foundation channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming po wer & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and dir ections of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect includingtermination of all power, control cables, installation of thermistor controller, internal wiring, earthing of LT panels, supply of cable glands etc.complete as per cable schedule, drawings etc.:
320	Weight of unit upto and including 100 Kg
321	\"Weight of unit above 100 kgbut upto and including 500 kg \"
322	\"Weight of unit above 500 kgbut upto and including 1000 kg \"
323	\"Weight of unit above 1000 kgbut upto and including 3000 kg \"
324	Corrosion monitoring probes: Installation of corrosion monitoring probes including 2\" Flareweld on station piping at desired locatio n and 12 O\"Clock position for mounting of ER Probe under the supervision of site engineer. Flareweld assembly shall be supplied by o wner. The job complete in all respect with material, tools & tackles, consumables etc.
325	Conducting harmonic study/ analysis to establish voltage and current harmonic contents in the different outgoing feeders for the upc oming project, which shall include feeders for VFDs, Incomers of HV switchboards, Common point of coupling, transformer outgoing fee ders, Capacitor panels outgoing feeders, etc. Based on harmonic study/analysis, vendor shall review and submit harmonic analysis rep ort inline with IEEE-519, CEA regulations & any other applicable standard atdifferent stations of the project. The report shall at l east include total harmonic distortion, harmonic values for voltage and current and recommendations of any measures, if required forcompliance of harmonic levels within limit as per CEA &IEEE guidelines. Arrangement of all tools, tackles, equipments for harmonic analysis, etc. is also included in the scope of work.The party carrying out the job must have experience of carrying out one job of harmonic analysis/ study/ mitigation at some installation having variable frequency drives. The bidder can carry out the job on thei r own, if they possess such experience of they can propose some subcontractor, acceptance of which shall be based on review of crede ntial by EIC.
326	FLP & WP Distribution Board: Erection, installation including within site transportation, testing and commissioning of415 V , Flam eproof distribution boards (FLP-DB) under scope of supply of bidder, assembling as required, installation on the already made founda tion channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power , control cables, installation of thermistor controller, internal wiring, earthing of FLP-DB panels, supply of cable glands et c. complete as per cable schedule, drawings etc.
327	Supervision Charges for installation and commissioning of ER Probe system
328	Erection, Installation,Testing & Commissioning of the Owner supplied high mast tower with the help of suitable tools and plants, wir ing of luminaires with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 1.5sq. mm, lugs, MCB and all labour.Scope of work shall include erection & installation of high mast tower, cable connections, erect ion & installation of luminaries & aviation lights, lightning finial,all accessories, cables, etc., erection, foundation casting &grouting of owner supplied FLP feeder pillar, end connection termination & laying of Owner supplied cable from feeder pillar to bas ecompartment of high mast complete with all materials and labour as per instruction of Site Engineer/EIC. Earthing works for High Mast tower including construction of earth pits to be operated in relevant separate item: For 20 M Height High Mast Tower
329	Construction of shallow foundation with M20 grade concrete for the highmast considering the safe soil bearing capacity at site as 10T/sqmtr at 2 metre depth complete with all materials and labour as per instruction of Site Engineer/EIC. Design of foundation shallbe provided by IOCL. Piling work if required as per soil strata in foundation of high mast is not covered in this scope of work andshall be taken up separately.: For 20 M Height High Mast Tower
330	Electrical - Composite
331	GI CABLE TRAY: Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover of width 150 mm, 300 mm, 450mm & 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, con sumables etc , asper drawings, specification and directions of Site Engineer / Engineer-in-Charge.
332	SAND FILLING: Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofS ite Engineer / Engineer-in-Charge
333	BRICK SOLING: Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices,in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , a sper drawings, specification and directionsofSite Engineer / Engineer-in-Charge.
334	CABLE MARKER: Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concret e grouting, backfilling, materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge.
335	HT CABLE JOINT: Making straight-through joint on 6.6 / 11 KV Aluminium/Copper XLPE/PVC insulated armoured screened cable, including the supply of required materials such as cable jointingkit (of heat shrinkable sleeve type of Raychem / M-seal / 3M), materials, l abour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge: For cables of size upto 3 core x 400 sqmm
336	\"HT Cable Joint (22 KV):Making straight-through joint on 22 KV Aluminium/Copper XLPE/PVC insulated armoured screened cable, includin g the supply of required materials such as cable jointingkit(of heatshrinkable sleevetype of approved make), materials, la bour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge Fo r cables of size upto 3 core x 400 sqmm\"
337	LT Cable joint (1.1 KV) - Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply o f required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge:
338	Power cables LT : OD upto 20 mm
339	Power cables LT : OD above 20 mm and upto 40 mm
340	Power cables LT : OD above 40 mm and upto 60 mm
341	Power cables LT : OD above 60 mm
342	HT Cable Termination (6.6/11 KV) - Supply, termination and connection of XLPE cable termination kit (indoor type), heat shrinkable s leeve type of Raychem/M-Seal/CCI make with all accessories, including cutting (tools and accessories for termination should meet theselected standards), stripping of cable insulation providing copper cable end lugs and cable glands as required, restoration of ins ulation, supplying and providing the cable supporting clamps, straps, cable tags connection to the terminals of HT panel, VFDs, Isol ators, transformer, DG,MLPU/Booster pump motors etc., earthing of armouring, materials, labour, tools and tackles, consumables etc ,as per drawings, specification and directions of Site Engineer / Engineer-in-Charge:HT Cable of size upto 3Cx240 sq. mm
343	EARTH ELECTRODES: Supplying, installation, testing of GI earthing electrode, including the supply and installationof the CI cover,charcoal /special backfill etc. and construction of chamber; complete asper drawings,specifications and directions of the Site En gineer, Including thecostof alllabour, tools, materials etc. completein all respects.
344	EARTHING SYSTEM SET (03 PITS): Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes ea rthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover an d frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete a s per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall also include testing of each earth pit and the entire earthing system on whole. (Note: Earthing for fie ld instruments shall be provided from Station earth grid covered in Electrical SOR.)
345	EARTHING PLATE: Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes g routing of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc . and as per direction of EIC / Site engineer.
346	EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable forcompletely making the eart hing grid system by supplying, laying theGI / Cu strip and makingall the necessaryweldingjoints, connecting to the earthing electrodesand existing earthinggridetc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect:
347	\"EARTHING GRID (GI Strip): Supply, installation and testing of 75 mm x 10 mm GI earthing strip for completely making the earthing grid system by supplying, lay ing the G.I. Strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc . complete in all respects including consumables, tools/ equipments and labour as per specifications, drawings and directions of Eng ineer-in-charge / Site Engineer.\"
348	50 mm X 6 mm G.I. earthing strip
349	40 mm X 5 mm G.I. earthing strip
350	50 mm x 6 mm insulated copper flat.
351	25mm x 4 mm copper flat
352	25mm x 3 mm copper flat
353	GI wire(8 SWG)
354	GI wire / rope 35 sq. mm
355	Copper cable as per specifications - 100 Sq.mm
356	Copper cable as per specifications - 10 Sq.mm
357	Supply, erection & installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approval in trenches (a lready made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends,sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc.and as per specifications and directions of s ite engineer / Engineer-in-Charge:
358	25 mm
359	37 mm
360	50 mm
361	100 mm
362	150 mm
363	STEEL STRUCTURAL WORKS: Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable ra ks, cable trays, push button control posts etc., as requiredjob complete in all respects including the cost of all labour, tools, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge.
364	FLAME PROOF FITTINGS - All equipment under this category shall be suitable (minimum requirments) for location in zone-I gas group II A & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (whereapplicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified en closure:
365	FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007
366	FLAMEPROOF LED FLOOD LIGHT FITTING 90 W, Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) Flood Light Fixture wit h provision ofCable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\", Brass Nickel Plated. Gasket: Neoprene, Hardware: SS304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification.
367	FLP/WP PUSH BUTTON STATION - Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approved ma ke with /without ammeter for the motor off control at field including connection and termination of copper control cable, fabricatin g, earthing the supporting structure, painting the same, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per th e specification and directions of the Site Engineer/Engineer-in-charge including the cost of all labour,tools, materials etc. comple te in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge:With Ammeter
368	FLP/WP PUSH BUTTON STATION - Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approved ma ke with /without ammeter for the motor off control at field including connection and termination of copper control cable, fabricatin g, earthing the supporting structure, painting the same, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per th e specification and directions of the Site Engineer/Engineer-in-charge including the cost of all labour,tools, materials etc. comple te in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge:Without Ammeter
369	FLP & WP JUNCTION BOX - Supply, erection, installation, testing and commissioning of flameproof & weather proof junction box for pro viding cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & insta llation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specification s and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect:4 way junction box with 4 cable entries (4 x 3/4\") at bottom & 20 nos. terminals.
370	FLP/WP EXHAUST FANS: Flame proof, weather proof, single phase, 12\" exhaust fan, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079 -2007, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects
371	FLP/WP ROTARY SWITCH: Supply, installation, testing & commissioning of Flame proof weather proof ON/OFF Rotary Switch , IP65, LM6, i ncluding including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries etc., complete in all respects.
372	FLP/WP DISTRIBUTION BOARDS - Supply, erection, installation, testing and commissioning of flameproof /weather proof (IP-65) distribu tion board as per technical specification of types mentioned for lighting purpose in MLPU / booster shed etc., including connection and termination of power cables, earthing wire and conduits etc. including including supply & installation of double compression cab le glands & flame proof plugs for sealing all spare entriescomplete as per drawings, specifications and direction of the Site Engine er, including the cost of all labour, tools, consumable materials etc. complete in all respect: Outdoor Type, floor mounted, flamepr oof, weatherproof (IP 65) Lighting Distribution board Type-I DBwith Bus bar - 100 A TPN, Incomer - 1 no. 63 A TPN MCB & Outgoing -9 no. 10 A SPN, MCB
373	FLP/WP DISTRIBUTION BOARDS - Supply, erection, installation, testing and commissioning of flameproof /weather proof (IP-65) distribu tion board as per technical specification of types mentioned for lighting purpose in MLPU / booster shed etc., including connection and termination of power cables, earthing wire and conduits etc. including including supply & installation of double compression cab le glands & flame proof plugs for sealing all spare entriescomplete as per drawings, specifications and direction of the Site Engine er, including the cost of all labour, tools, consumable materials etc. complete in all respect: Outdoor Type, floor mounted, flamepr oof, weatherproof (IP 65) Lighting Distribution board Type-II DB having Bus bar - 100 A TPN, Incomer - 1 no. 32 A TPN MCB& Outgoin g - 3 no. 6 A SPN MCB
374	FLP/WP SWITCH CUM SOCKET - Supply, erection, installation, testing and commissioning of flameproof /weatherproof switch cum socket / welding receptacle of approved makes to be installed on walls, coloumns, structures, including supply & installation of double compr ession cable glands & flame proof plugs for sealing all spare entries etc., including connection and termination of earthing wire an d conduits., etc. complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, too ls, consumable materials etc. complete in all respect:250V, 15 A switch cum socket with plug
375	FLP/WP SWITCH CUM SOCKET - Supply, erection, installation, testing and commissioning of flameproof /weatherproof switch cum socket / welding receptacle of approved makes to be installed on walls, coloumns, structures, including supply & installation of double compr ession cable glands & flame proof plugs for sealing all spare entries etc., including connection and termination of earthing wire an d conduits., etc. complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, too ls, consumable materials etc. complete in all respect:415V, 63A, Switch & Socket with Plug (No. of Pins 3P +N+ E), Model EPSS 1563-6 1 of Baliga or Equivalent approved make
376	SHOCK TREATMENT CHART: Supply and installation of shock treatment chart framed in good qualityglass in English / Hindi / Local Lan guage.
377	CAUTION BOARD: Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KVas per IS 255 including fix ing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language.
378	STAINLESS STEEL INSCRIPTION PLATE: Supply and installation of approved quality stainless steel name inscription plates including ano dising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push butt on stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the directio n of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc.
379	\"STAINLESS STEEL INSCRIPTION PLATE: Supply and installation of approved quality plasticname inscription plates including engravingthe inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc.\"
380	Point wiring - Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installa tion of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes ,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . Thecircuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor:
381	1 light point controlled by 1 switch
382	2 light points controlled by 1 switch
383	3 light points controlled by 1 switch
384	Ceiling fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular swi tch) including providing space for electronic regulator in switch box, providing and fixing fan hook in the ceiling as per specifica tions and drawings.
385	Exhaust fan / wall bracket fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade in cluding earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan inc luding providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawin gs. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one c ircuit.
386	16 A power plug point wiring: Wiringfor 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. m m. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthi ng insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug po int per circuit) as per specifications and drawings
387	6 A plug point wiring: Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper con ductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) asper specifications and drawings.
388	\"AC point wiring: Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pinwith 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metalcladsocket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box \"
389	Lighting Distribution Board / AC Distribution Board - Supply , installation, testing and commissioning of TPN lighting / AC Distribu tion board of approved make, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall confo rm to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings:
390	Type III Distribution Board: Double Door EURODB of Havells or equivalent approved make having bus bar 200 A TPN, 1 Incomer 125 A FP MCB Isolator with 125 A FP RCCB (Senstivity 100 mA) alongwith 3 numbers 63 A TPN MCB as per specification.
391	Type IV DIstribution Board: Double Door Translucent Euro DB of Havells or approved make, having 100 A TPN Copper Bus bar, 1x63 A TPNMCB , 1x63 A RCCB (100 mA Sensitivity), 9x6A SP MCB & 6x20 A SP MCB as per specification
392	Type V Distribution Board: Double Door, EURO DB of Havells or equivalent approved make having 200 A TPN Bus Bar, 1 x 100 A FP MCB, 1 x100 A FP RCCB (100 mA Sensitivity), 9x32 A SPN Motor duty MCB as per specification.
393	Critical Light DB: Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB SPN& 7x2 A SPN MCB
394	Decorative Light fittings - Supply, installation, connection, earthing and testing of the following fittings, including supply and i nstallation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other requir ed materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools, materialsetc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from t he approved make list given in the specifications:
395	LED light fittings, Recess mounting type, Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equivalent approved make with LEDs: Suppl y and fixing of recess mounted weather prooflight Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equiavlent approved make with L EDs, 42 W or more, having 2950 lumens or more output. LED Fitting of PHILLIPS or equivalent approved make complete with all accessor ies such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make.
396	LED light fittings with LEDs, Sereno LED-Suspended-SP824 P LED 30S-5000 GR OD or approved equivalent:Supply and fixing of surface mo unted weather prooflight SP824 P LED 42 W having 2950 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved m ake.
397	LED light fittings, Batten with 2XTLED-TMC501-2X TLED-36 W P3242 or equiavlent approved make with LEDs: Supply and fixing of wall mo unted/ suspended type weather prooflight 2XTLED-TMC501-2X TLED or equiavlent approved make with LEDs, 36 W or more. LED Fitting ofPHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector bloc ks etc including installation with LED of approved make.
398	Supply, installation, testing and commissioning of swan neck lighting pole of100mm nominal Diameter B class MS pipe (Height of bot tom of light fitting shall be 5 meters from FGL), having base Plate 200mmx200mmx5mmalong with Flameproof and Weatherproof 2x18W LE D well glass light fitting complete with lamp and builtin control gear and choke of approved make, including supply and installationof earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe (radiu s of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job shall also incl ude supply and installation of 4 way Flameproof/weather proof junction box (with 4 cable entries) having 8 Nos., 6A, 440V shrouded t erminal, with double compression FLP glands/lugs with looping arrangement and supply and termination of 3C X 2.5 sq. mm. armoured co pper PVC/XLPE insulated cable from JB to light fitting The job complete in all respects as per specifications, drawings and instruct ions of EIC / Site engineer.
399	Ceiling fan: Ceiling fan, BEE 5 star rated,with electronic regulator & other accessories and fittings etc. of or approved make wit h 56\" Sweep size
400	Wall mounted fan: 12\" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integrated unit of approved make with all accessories complete in all respect.
401	Exhaust fan - Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greav es or of approved make fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and conne cting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications , drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete.
402	18\" Sweep
403	12\" Sweep
404	PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. duringor after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providi ng necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including makin g good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge includin g cost of all labour, materials etc.:
405	19 mm
406	25 mm
407	32 mm
408	Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugallycast conforming to I.S .458 with 1:3:6concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jo inting of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete i n all respects as per specifications, drawingand the direction of the EIC/Site Engineer:
409	300 mm dia
410	200 mm dia
411	Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable t ype, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum spare in eac h module to be installed as per instruction of Engineer in charge/ site engineer:
412	Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrange ment to adjust cable size from 3.5mm to 99mm outer dia
413	Galvanised mild steel frame with packing space of Min.120x180 mm with multi diameter blocks and accessories with peeling off arrange ment to adjust cable size from 3.5mm to 99mm outer dia
414	\"CABLE SUPPLY & LAYING : Supply, laying & testing of XLPE insulated, FRLS property on outer sheath, PVC sheathed armoured 1.1 kV grade control & power cableswith copper / Aluminium conductor conforming to IS 7098 (P-1)latest edition including supply of lugs, glands, consummables, too ls, tackles, labour complete. Note: Cable length shall be measured after laying.\"
415	16C x 2.5 sq. mm. Cu. Control cable
416	12C x 2.5 sq. mm. Cu. Control cable
417	4C x 2.5 sq. mm. Cu. Control cable
418	\"HT Panel Board : Erection, installation, testing and commissioning ofHT Panel Board , which includes connection of all incoming & outgoing HT (incl uding installation of cable termination Kit), LT & control cables, earthing of panel etc complete in all respects including consumab les, tools/ equipments and labour as per the specifications, drawings and directions of Engineer-in-charge/ site engineer.The job also includes setting of all the relays in the HT panel board. Two set of setting of each relay shall be submitted for owner record. The supply of power & control cables, earthing strip and termination kit for HT cables are not covered in this item. : 22 KV HT Pane l board for IOCL faciliities (01 Incomer, 2 Outgoing VCB,complete with Bus PT, Marshalling box etc\"
419	\"POWER TRANSFORMER : Erection, installation including RCC foundation works, testing and commissioning of 3 phase outdoor type, oil filled, natural cooledpower transformers with automatic ON-LOAD tap changer with RTCC, additional remote tap changer panel (In the control room) as per s pecifications. The job includes installation on concrete foundation including transporting, unpacking, rigging, aligning etc.; centr ifuging, filtering, dehydration of transformer oil to bring insulation level of oil to the recommend value as per IS and as per manu facturer\"s specifications; making the necessary conductor and cables (HT, LT & control) connections including installation of HT cab le termination kit at transformer end, earthing of the transformer (neutral earthing thru NGR, transformer body earthing and earthin g of Marshalling panel, NGR panel,etc. ), oil filling, making good and replacing the silicagel as needed; fitting and fixing all acc essories, instruments, cables etc. supplied separately / as a loose items if any, by employing all the required materials such as lu gs, glands, silicagel etc. The job also includes supplying of all tools, equipments, consumables, labour etc. as needed to install t he transformer complete in all respects as per specifications, drawings and directions of Engineer-in-charge/Site Engineer. The supp ly of power & control cables, earthing strip (GI & Cu) and termination kit for HT cables are not covered in this item.: 22/6.9 KV, 1 .6 MVApower transformer\"
420	Instrumentation-1
421	Supply of Pressure Indicators (PI) of the range (-1) to 5 Kg / Cm2 as per the technical specifications attached in the Tender
422	Supply of Pressure Indicators (PI) of the range 0 to 10 Kg / Cm2 as per the technical specifications attached in the Tender.
423	Supply of Pressure Indicators (PI) of the range 0 to 20 Kg / Cm2 as per the technical specifications attached in the Tender.
424	Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender.
425	Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached.
426	FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4\" & 1 No.- 1\"; Left side entry: 1 No. - 1\" & 3Nos.- 1/2\"; Right side entry: 2 No. - 1\" & 2 Nos.- 1/2\") along with FLP cable glands & FLP plugs for all the cable entries of the J unction as per technical specifications.
427	FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1\"; Left side entry: 3 Nos.- 1/2\"; Right side entry : 3 Nos.- 1/2\") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications.
428	FLP/ WP Emergency Shut Down Push Button Switch(with2 nos. cable entry provision of 1/2\" NPT) with steel hammer chained with mainunit.
429	Supply of Cable Glands - flame proof and weather proof including EP/WP certificates:
430	1 1/4\" (5/4\") Cable Glands
431	1\" Cable Glands
432	1/2\" Cable Glands
433	Supply of Plugs - flame proof and weather proof including EP/WP certificates:
434	5/4\" Plugs
435	1\" Plugs
436	1/2\" Plugs
437	Supply of Reducers - flame proof and weather proof including EP/WP certificates:
438	1\" to 1/2\" Reducers
439	1\" to 3/4\" Reducers
440	3/4\" to 1/2\" Reducers
441	Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of h oles for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, ca rriage etc as per specification & the direction of the engineer in-charge/site engineer
442	19/25 mm ISI marked GI conduit along with all fittings & fixtures like Tees, bends, junction boxes, etc for installation of detector s in buildings
443	2 Pairx 1.5 Sq. mm, unarmoured FRLS cable complaint to BS: EN 50288-7 as per the tender specifications for indoor applications to be laid through PVC/Metaliic conduits.
444	Taking delivery, shifting within a road distance of 500 meters and installation & testing of the differnt instruments (like pressureGauge, Pressure Switch, Pressure Transmitter, temperature transmitter, scrapper detector, level switch, level transmitter, flow swi tch etc.) of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy,screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suit able size non flame proof cable gland at control panel end and terminating the already laid cables at field, junctionbox and contr ol panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineerincluding cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to b e properly connectedto the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and fe rruling at both field and panel side. Installation to be done as perOEMs recommendations, vendor drawings and other approved drawi ngs. The scope also shall include Calibration of instruments, hydro-testing of Impulse tube, providing assistance in testing and com missioning of the instruments to control system vendor along with loop checking etc.
445	INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / p ressure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and dra wings
446	INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) o f various ratings as per the directions of Engineer in-charge/ Site engineer anddrawings.
447	INSTALLATION OF DPT: Installation, assistance in testing and commissioning of Differential Pressure Transmitter (DPT) as per the dir ections of Engineer in-charge/ Site engineer and drawings.
448	INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of temperature eleme nts/temperature transmitter(TT) by making necessaryholes on the pipes, welding the socket for thermowell on the pipe including sup ply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings.
449	INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted te mperature elements/temperature transmitter (TT) byby welding the weld pad on the surface of the pipe, silicon paste as per the dir ections of engineer in-charge/site engineer and drawings.
450	INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounti ng of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of brokenglass covers and painting it in red colour.
451	INSTALLATION OF FLOW SWITCH: Installation and testing of Flow switch. This includes mounting of termination box as per the drawings,specification and instruction of Engineer in-charge/ Site Engineer.
452	INSTALLATION OF LEVEL TRANSMITTER: Installation and testing ofLevel Transmitter (of all types i.e contact type / non contact type etc.). The scope shall include installation, assistance in testing and commissioning of Level Transmitter (LT) on sump tank / crude oil fuel tank / fire water tank / surge relief tank / ransmix tanks etc. along with tank bottom display (having independent stand, c anopy etc.) as per the OEM recommendations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawi ngs. in-charge/ Site Engineer.
453	INSTALLATION OF LEVEL SWITCH: Installation, assistance in testing and commissioning of Level Switch of various lengths as per drawin gs, specifications and the directions of Engineer in-charge/ Site engineer. The scope shall include installation, assistance in test ing and commissioning of Level Switch(LS) on sump tank / fuel tank/ surge relief tank / transmix tanks etc. as per the OEM recomme ndations, vendor drawings, directions of engineer in-charge/site engineer and other apporved drawings.
454	INSTALLATION& TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings aas per OEM recommandations, vendor drawings, directions of engineer in-charge/site engineer andother approved drawings.
455	FLOW METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erecting and installing of theflow meter along with reducers and flow meter electronics/ flow transmitter. Providing assistance to control system vendor/meter su pplier in testing and commissioning of the turbine/ ultrasonic / coriolis mass flow meter / clamp on ultrasonic ete etc.. Making str uctural supports and fittings, clamps, screws, nuts, bolts, making the cable supports and terminating cables at panel and field ends . Mounting the junction boxes as per drawings,manufacturer\"s instructions, specification and direction/instruction of engineer in-ch arge/site engineer. Job shall include termination of cables at both fiels ends and control panel ends, supply of suitable size non-f lame proof cable glands at control panel and the cost of all labour, tools, materials, etc. including labelling, tagging using SS pl ates painting, glanding, ferruling complete in all respect.
456	INSTRUMENTATION JOBS FOR PRESSURE CONTROL VALVE / FLOW CONTROL VALVE - Testing of control valve and field electronics, including fab rication of all structural supports and fittings, termination of related cables at field, panel & MCC end, after loop testing as per vendors drawing and direction of the site engineer.Mounting of junction box if any, supply of non flame proof cable glands forpa neland MCC end.The works includes tagging, labelling, glanding andferruling at both panel and field ends.
457	INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION- for MOV/ROSOV: Installation of non-flame proof junctionbox, explosion proof /flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field a nd control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all t he required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding sup ply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engine er including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour,tools, materials, glan ding, ferruling etc. complete in all respects.
458	INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the alr eady erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end(excluding the supplyof cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as p er drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitab le size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc.
459	Installation of Manual Call Point (Explosion Proof & Weather Proof) in Hazardous area, terminating the cables at field and control p anel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement con crete, painting, GI wire etc.(excluding supply of the Manual Call Point) complete in all respectsas per specifications.
460	INSTRUMENTATION JOBS FOR MAINLINE MOTOR DRIVEN PUMPS - Erecting & installing all instruments such as vibration switch, RTD, level sw itches etc on the already erected mainline pumping unit. Supply, fabrication and erection of all pipe fittings as required such as p ressure pipes, nipples & valves, plugs, tees and installation & testing, calibration of Instrumentation and control circuit in elect rical feeders of mainline pumping units as per the direction of Site Engineer/Engineer in-charge. Job include installation of local control system for force feed lubrication system & associated instrumentation and job shall be complete in all respect including cos t of all labour, consumables, tools, services rendered etc. including supply and fitting of clamps, screws, nuts, supply of suiatabl e size flameproof cable glands and termination of related cables at field, control panel and VFD panel ends as per scope, mounting o f junction boxes, loop testing, cement concrete, painting, labelling, glanding, tagging, ferruling at both the ends etc. The work in cludes providing assistance to control system vendor, VFD vendor and M/L pumping unit vendor in commissioning of mainline pumping un it..
461	INSTALLATIONOF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site anderection, 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, cont rol/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levellin g, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per draw ings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cableglands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all resp ects.The indicated quantity iscumulative weight of panels.
462	AIR CONDITIONER SPLIT TYPE - Supply& Installation of 1.8TSplit Type five star BEE rated ACs (Daiiken / Hitachi / Carrier) along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete as per instruction of EIC / Site Engineer
463	As built documentation for each station covering a) Control /signalling cable layout drawings,b) Cable trench details,c) Cable m arker details,d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h)Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope. , k) OTDR Traces of the laid OFC as applicable for respective stations
464	Installation, testing and commissioning ofPressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and d irections of Engineer in-charge/ Site engineer
465	Manual Call Point (Explosion Proof & Weather Proof) for hazardous areasalong with all mounting & other accessories as per the tenderspecifications.
466	Fittings
467	Supply of Field Fittings & SS Tubes.- Coastal Application - As per tender Specification
468	Process Tube, Material: Stainless Steel
469	Bushing, 25.4 MM X 12.7 MM NPT(F)
470	Male Connector, 12.7 MM MNPTX 12.7 MM OD
471	Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube
472	2 Way Valve Manifold 2 x 12.7 MM FNPT
473	Union Tee, 3X12.7 MM OD Tube
474	Tube End Cap ( Sq Head), 12.7 MM OD Tube
475	Scrapper Detector
476	SCRAPPER DETECTOR 14 In, 600 # Series- Short Neck
477	Instrumentaiton-2
478	Supply of 2 Pair unarmoured Telephone Cable as per specifications
479	Supply of 20 Pair Armoured PIJF Underground Telephone Cable as per specifications
480	Cat 6 UTP (LAN) Networking Cable as per tender specifications
481	Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includ es modular plate & switch box/ gang box for fixing the face plate.
482	Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & swit ch box/ gang box for fixing the face plate.
483	Wall mounted Cabinet (switching closet) for housingNetworking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications
484	24 port Industrial Grade Network Switch with Optical Interfacesas per tender specifications
485	Power cable3 core x 2.5 mm2 Armoured, Copper as per tender specifications
486	600 VA UPS with battery back-up for LAN switch
487	Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Aurmoured/Unarmoured Optical Fibre Cable in HDPE pipe, carrying out end to end testing of laid Optical fibre cables by taki ng OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and install ation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per drawingsand directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc.The job includes handing over the tested cables to the Telecom Works Contractor and providing necessary assistance/ support to the Telecom Works Contractor in commissioning of Local Area Network.
488	Installation of Wall mounted Cabinet (switching closet) for housingNetworking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications
489	Supply and installation of IDF (intermediate distribution frame) / Distribution box of20 Pair capacity with mounting arrangement a s per specifications
490	Supply of 40 mm OD HDPE pipe as per tender specifications
491	Supply of RCC Transition pits for building entry points as per tender specifications
492	Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications
493	\"Trenching for laying of HDPE in Independent trench Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres including shoring,strutting etc. (if necessary), backfilling the trench, as directed byEngineer-in-charge/ Site Engineer,including alllabourand materials complete asper drawings and tender specifications\"
494	Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge / Site Engineer
495	Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Eng ineer
496	Mechanical-Supply
497	Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document:
498	18\" SWMG ANSI 150#
499	12\" SWMG ANSI 150#
500	10\" SWMG ANSI 150#
501	8\" SWMG ANSI 150#
502	6\" SWMG ANSI 150#
503	4\" SWMG ANSI 150#
504	3\" SWMG ANSI 150#
505	2\" SWMG ANSI 150#
506	1\" SWMG ANSI 150#
507	14\" SWMGANSI 300#
508	12\" SWMGANSI 300#
509	10\" SWMGANSI 300#
510	8\" SWMGANSI 300#
511	6\" SWMGANSI 300#
512	4\" SWMGANSI 300#
513	3\" SWMGANSI 300#
514	2\" SWMGANSI 300#
515	1\" SWMG ANSI 300#
516	Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document.
517	Fasteners forFlanges 18\" x 150# (1.125\" Dia. X 6.50\" Length)
518	Fasteners forFlanges 12\" x 150# (0.875\" Dia. X 5.50\" Length )
519	Fasteners forFlanges 10\" x 150# (0.875\" Dia. X 5.25\" Length )
520	Fasteners forFlanges 8\" x 150# (0.750\" Dia. X 4.75\" Length)
521	Fasteners forFlanges 6\" x 150# (0.750\" Dia. X 4.50\" Length)
522	Fasteners forFlanges 4\" x 150# (0.625\" Dia. X 4.00\" Length )
523	Fasteners forFlanges 3\" x 150# (0.625\" Dia. X 4.00\" Length )
524	Fasteners forFlanges 2\" x 150# (0.625\" Dia. X 3.75\" Length )
525	Fasteners forFlanges 1\" x 150# (0.500\" Dia. X 3.00\" Length )
526	Fasteners forFlanges 14\" x 300# (1.125\" Dia. X 7.75\" Length )
527	Fasteners forFlanges 12\" x 300#(1.125\" Dia. X 7.5\" Length )
528	Fasteners forFlanges 10\" x 300#(1.0\" Dia. X 7\" Length )
529	Fasteners forFlanges 8\" x 300#(0.875\" Dia. X 6.25\" Length)
530	Fasteners forFlanges 6\" x 300# (0.750\" Dia. X 5.25\" Length)
531	Fasteners forFlanges 4\" x 300#(0.75\" Dia. X 5.00\" Length )
532	Fasteners forFlanges 3\" x 300#(0.75\" Dia. X 4.75\" Length )
533	Fasteners forFlanges 2\" x 300#(0.625\" Dia. X 4\" Length )
534	Fasteners forFlanges 1\" x 300#(0.625\" Dia. X 3.50\" Length )
535	Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document:
536	18\", WNRF FLANGE, ANSI - 150# (B 16.5)
537	12\", WNRF FLANGE, ANSI - 150# (B 16.5)
538	10\", WNRF FLANGE, ANSI - 150# (B 16.5)
539	8\", WNRF FLANGE, ANSI - 150# (B 16.5)
540	6\", WNRF FLANGE, ANSI - 150# (B 16.5)
541	4\", WNRF FLANGE, ANSI - 150# (B 16.5)
542	3\", WNRF FLANGE, ANSI - 150# (B 16.5)
543	2\", WNRF FLANGE, ANSI - 150# (B 16.5)
544	1\", WNRF FLANGE, ANSI - 150# (B 16.5)
545	14\", WNRF FLANGE, ANSI -300# (B 16.5)
546	12\", WNRF FLANGE, ANSI -300# (B 16.5)
547	10\", WNRF FLANGE, ANSI -300# (B 16.5)
548	8\", WNRF FLANGE, ANSI -300# (B 16.5)
549	6\", WNRF FLANGE, ANSI -300# (B 16.5)
550	4\", WNRF FLANGE, ANSI -300# (B 16.5)
551	3\", WNRF FLANGE, ANSI -300# (B 16.5)
552	2\", WNRF FLANGE, ANSI -300# (B 16.5)
553	1\", WNRF FLANGE, ANSI -300# (B 16.5)
554	Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document:
555	18\", BLRFFLANGE, ANSI - 150# (B 16.5)
556	12\", BLRFFLANGE, ANSI - 150# (B 16.5)
557	10\", BLRFFLANGE, ANSI - 150# (B 16.5)
558	8\", BLRFFLANGE, ANSI - 150# (B 16.5)
559	6\", BLRFFLANGE, ANSI - 150# (B 16.5)
560	4\", BLRFFLANGE, ANSI - 150# (B 16.5)
561	3\", BLRFFLANGE, ANSI - 150# (B 16.5)
562	2\", BLRFFLANGE, ANSI - 150# (B 16.5)
563	1\", BLRFFLANGE, ANSI - 150# (B 16.5)
564	12\", BLRFFLANGE, ANSI - 300# (B 16.5)
565	10\", BLRFFLANGE, ANSI - 300# (B 16.5)
566	8\", BLRFFLANGE, ANSI - 300# (B 16.5)
567	4\", BLRFFLANGE, ANSI - 300# (B 16.5)
568	3\", BLRFFLANGE, ANSI - 300# (B 16.5)
569	2\", BLRFFLANGE, ANSI - 300# (B 16.5)
570	1\", BLRFFLANGE,ANSI - 300# (B 16.5)
571	Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document:
572	8\", SORF FLANGE, ANSI - 150# (B 16.5)
573	4\", SORF FLANGE, ANSI - 150# (B 16.5)
574	Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document:
575	12\" x 10\" ANSI 150# Un Equal Tee
576	12\" x 8\" ANSI 150# Un Equal Tee
577	12\" x 6\" ANSI 150# Un Equal Tee
578	12\" x 4\" ANSI 150# Un Equal Tee
579	8\" x 4\" ANSI 150# Un Equal Tee
580	6\" x 4\" ANSI 150# Un Equal Tee
581	6\" x 3\" ANSI 150# Un Equal Tee
582	4\" x 3\" ANSI 150# Un Equal Tee
583	3\" x 2\" ANSI 150# Un Equal Tee
584	3\" x 1\" ANSI 150# Un Equal Tee
585	2\" x 1\" ANSI 150# Un Equal Tee
586	18\"x12\" ANSI 300# Unequal Tee
587	14\"x12\" ANSI 300# Unequal Cross Bar Tee
588	12\"x8\" ANSI 300# Unequal Tee
589	18\" ANSI 150# Equal Tee
590	12\" ANSI 150# Equal Tee
591	10\" ANSI 150# Equal Tee
592	8\" ANSI 150# Equal Tee
593	6\" ANSI 150# Equal Tee
594	4\" ANSI 150# Equal Tee
595	3\" ANSI 150# Equal Tee
596	2\" ANSI 150# Equal Tee
597	1\" ANSI 150# Equal Tee
598	12\" 300# Equal Tee
599	8\" 300# Equal Tee
600	4\" 300# Equal Tee
601	3\" 300# Equal Tee
602	2\" 300# Equal Tee
603	1\" 300# Equal Tee
604	18\" ANSI 150# 90 deg LR Bends
605	12\" ANSI 150# 90 deg LR Bends
606	8\" ANSI 150# 90 deg LR Bends
607	6\" ANSI 150# 90 deg LR Bends
608	4\" ANSI 150# 90 deg LR Bends
609	3\" ANSI 150# 90 deg LR Bends
610	2\" ANSI 150# 90 deg LR Bends
611	1\" ANSI 150# 90 deg LR Bends
612	14\" ANSI 300# 90 deg LR Bends
613	12\" ANSI 300# 90 deg LR Bends
614	8\" ANSI 300# 90 deg LR Bends
615	4\" ANSI 300# 90 deg LR Bends
616	3\" ANSI 300# 90 deg LR Bends
617	2\" ANSI 300# 90 deg LR Bends
618	1\" ANSI 300# 90 deg LR Bends
619	18\" ANSI 150# 45 deg LR Bends
620	12\" ANSI 150# 45 deg LR Bends
621	8\" ANSI 150# 45 deg LR Bends
622	6\" ANSI 150# 45 deg LR Bends
623	4\" ANSI 150# 45 deg LR Bends
624	3\" ANSI 150# 45 deg LR Bends
625	12\" x 300# 45 deg LR Bends
626	10\" x 300# 45 deg LR Bends
627	8\" x 300# 45 deg LR Bends
628	12\"x10\" x Eccentric Reducer x 300#
629	24\"x18\" x Concentric Reducer x 150#
630	20\"x18\" x Concentric Reducer x 150#
631	12\"x10\" x Concentric Reducer x 150#
632	12\"x8\" x Concentric Reducer x 150#
633	6\"x4\" x Concentric Reducer X 150#
634	3\"x2\" x Concentric Reducer X 150#
635	12\"X10\" x 300# Concentric Reducer
636	12\"X8\" x 300# Concentric Reducer
637	1\" size 3000# St. NIPPLE
638	1\" 3000# HALF COUPLING
639	14\"x2\" x 300# Weld-o-let
640	12\"x4\" x 300# Weld-o-let
641	12\"x3\" x 300# Weld-o-let
642	12\"x2\" x 300# Weld-o-let
643	8\"x3\" x 300# Weld-o-let
644	8\"x2\" x 300# Weld-o-let
645	18\"x2\" x 150# Weld-o-let
646	12\"x4\" x 150# Weld-o-let
647	12\"x3\" x 150# Weld-o-let
648	12\"x2\" x 150# Weld-o-let
649	10\"x3\" x 150# Weld-o-let
650	10\"x2\" x 150# Weld-o-let
651	8\"x3\" x 150# Weld-o-let
652	8\"x2\" x 150# Weld-o-let
653	6\"x2\" x 150# Weld-o-let
654	Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document.
655	6.625\" ODx 0.280\" WT (Sch.STD) ASTM A 106 Gr B bare Pipe
656	4.500\" ODx 0.237\" WT (Sch.STD) ASTM A 106 Gr B bare Pipe
657	3.500\" ODx 0.216\" WT (Sch.STD) ASTM A 106 Gr B bare pipe
658	2.375\" ODx 0.218\" WT (Sch.XS) ASTM A 106 Gr B bare pipe
659	1.315\" ODx 0.179\"WT(Sch.XS) ASTM A 106 Gr BBare pipe
660	Flame Arrestor:Supply and delivery of following mentioned Flame Arrestor at respective stations as per Station wise Break up of mate rial supply and as per technical specifications indicated in tender docuemnts: 4\" Flame Arrester
661	Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating at respective stations as per Station wise Break up of mat erial supplyand as per technical specifications from approved vendors specified in tender document: 8.625\" ODx 0.250\" WT IS3589 FE 410 Pipe Sch. 20
662	Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: 1\" x 800# W/W,A/G, HOV, API 602 GATE VALVE
663	Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document -FOR FIRE WATERNETWORK:
664	8\"x ANSI 150# HOV F/F API 600 Gate Valve FW
665	4\"x ANSI 150# HOV F/F API 600 Gate Valve FW
666	2\"x ANSI 150# HOV F/F API 600 Gate Valve FW
667	1\"x ANSI 800# HOV W/W API 602 Gate Valve FW
668	Supply of API-6D Swing Check Valve at respective stations as per technical specifications from approved vendors in the tender docume nt:
669	3\"x ANSI 150# F/F API-6D Swing Check Valve
670	2\"x ANSI 150# F/F API-6D Swing Check Valve
671	2\"x ANSI 300# F/F API-6D Swing Check Valve
672	Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document:
673	12\"x ANSI 300# F/F BS-1873 GLOBE Valve
674	2\"x ANSI 300# F/F BS-1873 GLOBE Valve
675	2\"x ANSI 150# F/F BS-1873 GLOBE Valve
676	Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document:
677	1\" x 1\" 150# x150# F/F TRV
678	1\" x 1\" 300# x150# F/F TRV
679	Supply of Fire Fighting Monitor/hydrant:
680	High Volume Long Range HVLR Foam Monitor 750 GPM capacity stand post typewith inlet flange of 4\" X 150#
681	Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4\" x 150# WNRF Flange
682	FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document.
683	75 kgDCP Extinguisher
684	10 kgDCP Extinguisher
685	6.8 kgCO2 Extinguisher
686	4.5 kgCO2 Extinguisher
687	2 kgCO2 Extinguisher
688	2.5 kg clean agent extinguishers IS 15683 Marked
689	Fire Hose Box for keeping 2 Nos. of 15 M Type B delivery hose and one no. jet nozzle
690	Type B Delivery Hoses of 15 M length bearing IS-636 mark
691	Jet Nozzles
692	Fog Nozzle
693	Universal Nozzle
694	Foam Branch pipe
695	Water curtain nozzle
696	Sand drum with scoop
697	Pair of Rubber hand gloves for Electrical work bearing IS mark
698	First Aid Box with Snake serum
699	Fire Bucket
700	Safety Helmet
701	Strecher WITH BLANKET
702	Explosimeter
703	Rescuscitor
704	Electrical Siren
705	Hand Operated siren
706	Water gel blanket
707	Positive Pressure type self containing Breathing Apparatus
708	SafetyTorch
709	Fire Proximity suit
710	Foam Trolley - 200/210 Lt
711	Wind socks
712	PA system/ Loudhailer/ megaphone
713	Red & Green flag (Pairs) 2 nos in each colour
714	Extinguisher box for 10 kg DCP Extinguishers
715	Dry Chemical Powder silliconised potassiun bicarbonate type IS marked, pack in 10Kg
716	CO2 cartridge - 200 gm capacity for 9 kg
717	CO2 cartridge - 3.2 kg capacity for 75 kg DCP extinguisher
718	Emergency Kit: Supply and delivery of Emergency Kit consisting oflisted emergency equipments as per Annexure-VII of OISD-117
719	Corrosion Coupon: Supply of TOR Fitting Complete With Plug & Cap and Full bore Threaded BallValve: TOR fitting complete with Caps,Plugs, O-Rings, Nipple & 2\" 600# full bore threaded ball valve.
720	END FUNNEL:Supply and delivery of End Funnels at respective stations as per Station wise Break up of material supplyand as per tec hnical specifications from approved vendors specified in tender document: 6\" x 2\" ANSI 150# END FUNNEL
721	Supply of Sump tank at respective locations as per technical specifications of the tender: Supply and delivery of 20 KL FRP Sump tan k
722	Supply of Y-type strainer(Cast /Plate Fabricated Body), F/F connection, as per below mentioned sizes & rating and flow detail and asper technical specifications indicated in tender documents. ( Each strainer shall be supplied with 1 set of companion WNRF Flanges,Gaskets & Fasteners,02 Nos. cover Gaskets, 1 filter element:- Y-type Strainer 12\" ANSI 300#
723	Supply and delivery of API 6DBall valves for use in process piping at respective stations as per Station wise Break up of materialsupply and as per technical specifications from approved vendors specified in tender document:
724	3\" F/F ANSI 300# A/G, API6D BALL VALVE HOV
725	2\" W/W ANSI 300# A/G, API6D BALL VALVE HOV
726	2\" F/F ANSI 300# A/G, API6D BALL VALVE HOV
727	3\" F/F ANSI 150# A/G, API6D BALL VALVE HOV
728	2\" F/F ANSI 150# A/G, API6D BALL VALVE HOV
729	4\" F/F ANSI 150# A/G, API6D BALL VALVE HOV
730	Mechanical-Service
731	\"Booster Pumping Unit Installation: Taking delivery of booster pumping units having electrical motor & vertical turbine type centrifugal pump and accessories from desig nated storage location within the pump station, shifting andplacing the equipments on the pre-constructed foundation, levelling, g routing and aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting pip ing etc., carrying out trial run of motor on no load, coupling the electrical motor with the pump, making final alignment, checking and testing of the complete pumping unit and completing the work in all respects in accordance with the specification, drawings, man ufacturer\"s installation instructions, technical specifications and as per the instruction of the Site Engineer / EIC. Note: Electrical & Instrumentation connections are not included in this item. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipmentBooster Pumping Units Installation.\"
732	\"\"\"Sump Pump Installation: Taking delivery of the following pumping units with electrical motors from designated location within station premises, shifting/tra nsporting to site, placing over Sump Tank Nozzle, assembling together all sub-assemblies, alignment, grouting, levelling, checking, providing assistance for taking trial run of electrical motor on no-load, coupling the pump & motor, carrying out the trial run of t he complete unit, testing, making final alignment and completework in all respects in accordance with the relevant drawings, manuf acturer\"s installation instruction, specifications and instructions of Site Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment \"\" Sump Pump\"
733	\"\"\"Insulating Coupling Erection: Taking delivery,shifting/transporting within station premises and installation of Insulating Couplings of the following sizes and pr essure class, at elevations specified in the drawing, checking resistance value by meggar test before and after erection levelling, aligning and checking, making welded connections to the piping, coating & wrapping and completing the work in all respects in accord ance with the relevant drawings, manufacturer\"s installation instructions, specifications and instructions of Site Engineer / EIC.\"
734	12\" Insulating Coupling 150#
735	14\" x300# Insulating Coupling
736	18\" Insulating Coupling 150#
737	\"Above Ground Equipments Installation: Taking delivery of equipments,shifting/transporting within station premises, placing on pre-constructed foundations, assembling to gether all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing andmaking good of the foundation and completing the work in allrespects in accordance with the relevant drawings, manufacturer\"s ins tallation instruction, specifications and instructions of Site Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment:\"
738	Separator (Coalescer) Filter with Pre-filter
739	Scrapper Launching cum receiving Barrel 16”x20” 300#
740	Y - Type Strainer - 12\" x12\"- 300#
741	\"Sump Tank Installation: Taking delivery of Sump tank from designated godown / stockpile, shifting/transporting within station premises, placing on pre-const ructed foundation, installation of auxiliary mountings and fittings, dressing and making good of the foundation, grouting, cleaning and flushing with water, draining, testing,completing the work in allrespects in accordance with the relevant drawings, manufact urer\"s installation instruction, specifications and instructions of Site Engineer / EIC (Foundation work shall be paid separately un der relevant items of Civil works). FRP Sump Tank 20Kl capacity\"
742	\"Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation 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 reducing outlet tees,conc entric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD\"
743	18\" OD x 0.375\"/0.438\"WTAPL 5L
744	14\" OD x 0.344\"/0.375\" WT API 5L Pipe
745	\"12.75\"\" OD x 0.344\"\"/0.375\"\" WTAPL 5L\"
746	8.625\" OD x 0.322\" / 0.375\" / 0.438\" WT API 5L /ASTM A106/A333
747	6.625\" OD x 0.280\" ASTM A 106 Pipe/A333
748	4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333
749	3.5\" OD x 0.216\"WT ASTM A 106 Gr B /A333
750	2.375\" OD x 0.218\"WT ASTM A 106 Gr B /A333
751	1.315\" OD x 0.179\"WTASTM A 106 Gr B /A333
752	\"Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at wending joints ) Taking delivery of internal epoxy coatedpipes, pipe fittings, steel flanges, spiral wound metallicgaskets & fasteners from desig nated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cut ting,edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges,elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such aspressure gauges, thermal relief valves, thermowells etc.,installing abovegroundatallelevations connectingwith equipme nt nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes b y water 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 umables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall alsoinclude cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to weld ing and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake fille d /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns . The locations whereinternal coating repair is expected w ould be at pipe end, Flanges ,pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to water an d completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. \"
753	8.625\" ODx 0.250\" WT IS3589 FE410 Pipe _E7
754	4.5\" ODx 0.237\" WT ASTMA 106 Gr B Pipe FW_E9
755	2.375\" OD x 0.218\"WT ASTM A 106 Gr B -FW
756	1.315\" OD x 0.179\"WTASTM A 106 Gr B -FW_E12
757	\"Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed 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 coatin g(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of thecoating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the spec ified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses,providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specificall y undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposedsteel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.\"
758	12.75\" OD x 0.344/0.375\" WTAPL 5L -U/G_F4
759	8.625\" OD x 0.322\" / 0.375\" / 0.438\" WT API 5L /ASTM A106/A333 -U/G_F6
760	6.625\" OD x 0.280\" ASTM A 106 Gr B/A333 Pipe -U/G_F7
761	4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333-U/G_F8
762	3.5\" OD x 0.216\"WT ASTM A 106 Gr B/A333 -U/G _F9
763	2.375\" OD x 0.218\"WT ASTM A 106 Gr B/A333 -U/G _F10
764	1.315\" OD x 0.179\"WTASTM A 106 Gr B/A333 -U/G_F12
765	8.625\" ODx 0.250\" WT IS3589 FE410 Pipe U/G_G6
766	4.5\" ODx 0.237\" WT ASTMA 106 Gr B Pipe FW U/G_G8
767	2.375\" OD x 0.218\"WT ASTM A 106 Gr B FW U/G _G10
768	1.315\" ODx 0.179\" WT ASTMA 106 Gr B Pipe FW U/G_G11
769	\"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporti ng the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli ng for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of unde r ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken tobe supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer\"s installation inst ructions and specifications and instructions of the Site Engineer / EIC.
770	18\" ANSI 150 MOV F/F API 6D Ball Valve
771	18\" ANSI 150 HOV F/F API 6D Ball Valve
772	12\" ANSI 150 MOV F/F API 6D Ball Valve
773	12\" ANSI 150 HOV F/F API 6D Ball Valve
774	6\" ANSI 150 HOV F/F API 6D Ball Valve
775	4\" ANSI 150 HOV F/F API 6D Ball Valve
776	3\" ANSI 150 HOV F/F API 6D Ball Valve
777	2\" ANSI 150 HOV F/F API 6D Ball Valve
778	14\" ANSI 300 MOV W/W API 6D Ball Valve
779	14\" ANSI 300 MOV F/F API 6D Ball Valve
780	8\"x ANSI 300# HOV F/F API 6D Ball Valve
781	3\"x ANSI 300# HOV F/F API 6D Ball Valve
782	1\" x ANSI 800# HOV W/W API 602 Gate Valve
783	12\" x ANSI 300# HOV F/F API 6D Ball Valve
784	2\" x ANSI 300# HOV F/F API 6D Ball Valve
785	2\" x ANSI 300# HOV W/W API 6D Ball Valve
786	12\" x ANSI 300# MOV F/F API 6D Ball Valve
787	12\"x ANSI 300# F/F API 6D Swing Check Valve-A/G
788	4\"x ANSI300# F/F API 6D Swing Check Valve-A/G
789	2\"x ANSI 300# F/FAPI 6D Swing Check
790	18\" x 150#, API 6D SWING CHECK VALVE, F/F, A/G
791	12\"x ANSI 150# F/F API 6D Swing Check Valve
792	2\"x ANSI 150# F/F API 6D Swing Check Valve
793	3\"x ANSI 150# F/F API 6D Swing Check Valve
794	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 fillin g for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of underground 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 instr uctions and specifications and instructions of the Site Engineer / EIC. 10\" 300# Control Valve F/F
795	\"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporti ng the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli ng for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of unde r ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken tobe supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer\"s installation inst ructions and specifications and instructions of the Site Engineer / EIC.\"
796	2\"x ANSI 300# F/F BS-1873/BS EN ISO 15761 GLOBE Valve
797	12\"x ANSI 300# F/F BS-1873/BS EN ISO 15761 GLOBE Valve
798	\"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporti ng the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli ng for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of unde r ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken tobe supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer\"s installation inst ructions and specifications and instructions of the Site Engineer / EIC.\"
799	4\"x6\" Pilot Operated Surge Pressure Relief Valve 150# F/F
800	1\" X 1\"Thermal Relief Valve F/F ANSI300# x 150#
801	1\" x 1\"Thermal Relief Valve F/F ANSI150# x 150#
802	\"Installation of Valves(for Fire water Lines-Tanks & Piping) : Taking delivery of valves of all types and pressure rating from thedesignated location within station premises, transporting the sam e tosite, erecting above ground on preconstructed foundations or undergroundincluding earth work in excavation and filling for underground valvesat elevations specified in the drawings, priming and painting of aboveground valves, flood coating and wrapping of und er ground portions (ifapplicable) including all inputs, labour, material 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 instruc tions and specifications andinstructions of the Site Engineer /EIC. Note:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items. \"\" \"
803	8\"x ANSI 150 # HOV F/F API 600 Gate Valve FW
804	4\"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K11
805	2\"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K13
806	High Volume Long Range Foam Monitor 750 GPM capacity stand post typewith inlet flange of 4\" X 150# HVLR
807	Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4\" x 150# WNRF Flange
808	\"Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i)Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii)Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor\"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost.\"
809	20\" NBPipe Joints RT
810	18\" NBPipe Joints RT
811	12\" NBPipe Joints RT
812	10\" NBPipe Joints RT
813	24\" NBPipe Joints RT_M2
814	14\" NBPipe Joints RT_M4
815	8\" NBPipe Joints RT_M7
816	6\" NBPipe Joints RT_M8
817	4\" NBPipe Joints RT_M9
818	3\" NBPipe Joints RT_M10
819	2\" NBPipe Joints RT_M11
820	1\" NBPipe JointsRT_M13
821	\"Single Cut Joint Hook-up: Cutting of portion of existing piping, trimming, grinding, bevelling the edges, aligning without additionof spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. necessary t o perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and itsdisposal.\"
822	12.75\" OD - Single Cut
823	8.625\" OD- Single Cut_N5
824	4.5\" OD - Single Cut_N7
825	3.50\" OD - Single Cut_N8
826	2.375\" OD - Single Cut_N9
827	1.315\" OD - Single Cut_N10
828	\"Double Cut Joint Hook-up: Cutting of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevellin g the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the wor k in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and itsdisposal.\"
829	16\" OD - Double Cut_O1
830	14\" OD - Double Cut_O2
831	12.75\" OD - Double Cut_O3
832	8.625\" OD - Double Cut_O5
833	4.5\" OD - Double Cut_O7
834	3.50\" OD - Double Cut_O8
835	2.375\" OD - Double Cut_O9
836	1.315\" OD - Double Cut_O10
837	\"Fabrication of Mitre Bends - Long Radius: Taking delivery of pipes from designated locations, transporting the same to site and fabrication of carbon steel piping specials bycutting, edge preparation, welding, all types of testing including radiography & including supply of all inputs such as labour, mat erials (other than those specifically undertaken to be supplied by the Owner under the contract), equipments, consumables etc. neces sary to perform and completing the work in all respects in accordance with drawings, specifications and instructions of the Site Eng ineer / EIC \"
838	10.75\" OD x 0.365\"/0.250\"more than 45 ° & up to 90 ° Mitre Bend
839	8.625\" OD x 0.322\"/0.250\"more than 45 ° & up to 90 ° Mitre Bend_P5
840	Dismantling of Structures: _Q
841	Dismantling of PipingAboveground and equipments_R
842	Dismantling of Piping Underground_S
843	Development of As Built Drawings , Data Sheets etc.:_T
844	FW Network Analysis_U
845	Flexibility and piping stress analysis as per specification_V
846	Temporary Barricading_W
847	\"Piping Modification: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition,tak ing delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within statio n premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and i nstalling pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers,drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pip e line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing allinputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under take n by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instruc tions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.)Piping Modification:\"
848	Pipe size up to 2 inch NB
849	Pipe size 3 inch NB to 6 Inch NB
850	Pipe size 8 inch NB and above
851	\"Hook-up of New Piping with existing process Piping :Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Dra ing of the section, water flushing,Cutting of portion of existing piping of required length by Cold cutting machine (to be arraged b y contractor)/ Opening of WNRF/SORF/Blind Flangetrimming, grinding, beveling the edges, adding spool piece of required length/ Teeof the corresponding pipe size, thickness, adjoining and welding both the pipe ends ,orwelding WNRF to pipe and bolting it with s pool pipe mating flange including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform a nd complete the work in all respect as per specification and instruction of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety prec autions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all requi red resources before start of work. ii) The job also include evacuation of product from the piping section after isolating the section and flushing with water and its d isposal. iii) Prior to start of work Party to preparethe complete scheme of hook up job and submit it to EIC/Site Engineer for approval andshould carry out the job as per approved procedure. 3.5\"\" OD x 0.216\"\" WTASTM A 106/ASTM A 5 piping_Y3\"
852	Mechanical-Composite
853	Supply and Erection of Structural Steel:
854	Supply and Erection of Electroforged Grating
855	Supply and Erection of GI Structural
856	Painting: Zinc Ethyl Slicate Primer
857	Painting: High Build EPOXY MIO
858	Painting: Isocynate Aliphatic Poly Urethene(PU)
859	PU /liquid epoxy Coating of under ground piping:Polyurethane Coating(PU)/ Liquid Epoxy Coating
860	Supply Fabrication and Erection of temporary pump strainer:12\" mesh Size 20
861	Supply Fabrication and Erection of temporary pump strainer:12\" mesh Size 30
862	Supply Fabrication and Erection of temporary pump strainer:12\" mesh Size 40
863	Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping:Up to 30 mm wide x 3 mm thick Copper strip
864	Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping:30 - 50 mm wide x 3 mm thick Copper strip
865	Supply and installation of SS sampling point as per drawing/ instruction of EIC
866	HOT/EOT CRANE: 7.5 Ton cap HOT crane Booster pump Shed
867	Mechanical-Supply
868	Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document:
869	18\" x 12\" ANSI 150# Un Equal Tee
870	6\" x 300# 45 deg LR Bends
871	12\"x6\" x Concentric Reducer x 150#
872	8\"x6\" x Concentric Reducer X 150#
873	12\"X6\" x 300# Concentric Reducer
874	14\"x4\" x 300# Weld-o-let
875	2\"X1\" x 300# Concentric Reducer

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