Tender For Balance Terminal Works For Bongaigaon Refinery And Noonmati Refinery Spurlines Under Barauni Guwahati Pipeline Project, Noida-Uttar Pradesh

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Corrigendum Details
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Noida , Uttar Pradesh

Tender Brief : Corrigendum : Tender For Balance Terminal Works For Bongaigaon Refinery And Noonmati Refinery Spurlines Under Barauni Guwahati Pipeline Project

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Refer document

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₹ 1500000.0 /-

Tender Value
Refer document

Submission Date
08-05-2023

Competition Type
Indian

Bidding Type
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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	25-04-2023	Corrigendum 1	Other	08-05-2023

Name of Work: Project : BALANCE TERMINAL WORKS FORSPURLINES OF BARAUNI- GUWAHATI PIPELINE PROJECT-SPURLINES FOR BONGAIGAON REFINERY& NOONMATIREFINERYDOC NO. 05.11.23U2. STW.SOR.001 R-3 Dated 16.03.2023

Sl. No.	Item Description
1	SECTION-A (CIVIL WORKS)
2	SITE CLEARANCE
3	DEMOLITION OF R.C.C./BRICKS/STONE MASONARYSite clearance by demolition of R.C.C./PCC/Brickwork/Stone Masonry/Stone Soling, Flexible pavements etc. along with removing the debris and disposal of unserviceable material to any lead and staking of serviceable materials, handing over serviceable material to concerned department if requiredas per technical specifications and direction of Engineer-in-charge.
4	Note:
5	1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge.
6	2. Demolition of RCC/PCC/Brick Masonry/Road will be paid in NET CUMas demolished.
7	CLEANING VEGETATIONCleaning bushes including uprooting of rank vegetation, green bush wood, trees and saplings of girth upto 30cms (measured at a height of 1m above ground), stacking the serviceable materials and disposal of the same including rubbish etc. upto any lead and all lift as per specification and direction of the Engineer-n-charge. (payment will be made for actual site clearance area only).
8	TREE CUTTINGTree cutting (only of girth more than 30 cm)along with removal of roots and stumps and handing over the same to Owner / Owner\"s Representative including paying royalties, disposal, taking approval from competent authorities etc. all complete, as per technical specifications and direction of Engineer-in-charge.
9	Note:
10	1.Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies,loading/unloading, transportation,electric power, illumination and cost of handingover to owner/or his representative etc. complete in all respects as per scope of workand direction of Engineer-in-charge.
11	ANTI TERMITE TREATMENT
12	Material and labour for treating the top surface of filled earth using emulsionof Chlorpyriphos/Lindane E.C. 20% with 1% concentration at the rate of 05 litres of emulsion per square meter of surface .
13	All as per Item no. CIV-2a)above but treating the soil under plinth protection using chemical emulsion at the rate of 05 litresof emulsion per Sq M of the surface area.
14	All as per Item no. CIV-2a)above but treating the soil along with external perimeter of buildings using chemical emulsion at the rate of 2.25 litresof emulsion per RM of the perimetre wall.
15	All as per Item no. CIV-2a)above but treating the backfill in contact with Columns using chemical emulsion at the rate of 7.50 litresof emulsion per Sq M of vertical surface ( area of surface in contact with backfill to be measured).
16	NOTE: For Items (2a) To (2d) Contractor shall give at least 10 years performance guarantee for anti termite treatment works
17	EARTH WORK IN EXCAVATION AND BACKFILLING
18	Earthwork in excavation for foundations in ordinary soils including soft rock / disintegrated rock in both dry andwet conditions including pumping and bailing out surface and subsoil water, shoring, strutting,slush removal including backfilling in all positions in layers of 300mm at all heights and depths as per drawings and specifications wherever required, in Foundation pits and other places with excavated suitable surplus earth including reclaiming from spoil heaps kept within the plot including dressing and levelling, watering and mechanical compaction etc.,transporting surplus unserviceablesoilupto a lead of 1 km and spreading in layers and as per specifications and direction of Engineer in charge.The Measurementfor payment shall be for the theoretical volume only and it shall bethe volume of the block ofthe excavation having maximum bottom dimension of thelevelling course/PCC asper drawing and to actual depth.
19	For depth upto 1.5 m.
20	For depth beyond 1.5 m
21	Note:
22	1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting inslopes etc., which may be required for excavation and other allied works and refilling the side slopes and working space in layers as per requirement.
23	EARTH WORK IN FILLING
24	Controlled earth fillingwith good quality imported earth from approved source under floors and other places with special compaction to achieve dry density of 95% standard proctor density as per instruction of the Engineer at all heights/depths upto any leadtransporting, depositing, compacting and dressing, trimming complete as desired in layers not exceeding 30cm including watering, consolidating by mechanical means as per specifications and instructions of the Engineer.
25	EARTH WORK IN BOX CUTTING FOR ROADS
26	Earth work in Box cutting for roads in embankment/existing ground, in all kinds of soilsfor formation ofsubgrade to required camber, gradient including rolling, compaction with 8 to 10 t power roller to get 95% proctor density and dressing up the surface, breaking clods, removal of slush and water, transporting and depositing or stacking unserviceable earth elsewhere within plant boundary as directed by Engineer in charge for all heights etc., complete as per specification.
27	SAND FILLING
28	Supplying and filling approved quality coarse sand/M sand (Zone II or Zone III) in foundation or under floor, trenches, pits and other places, at all locations in layers of 150 mm thickness including watering and ramming, all lead, lift and depth complete as per drawing and specification and direction of the Engineer.
29	Note:
30	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of sand, right of way, cess, and backfilling using sand in all conditions, etc.
31	PLAIN CEMENT CONCRETE
32	Supplying and laying plain cement concrete of grade 1:2:4 (M 15) with stone aggregate 20mm down grade (including shuttering if required) infoundations, floors, roof screed, aprons, pits, drains and other mass concrete works, steps, coping of wall, sill etc., at all depths and heights/levelsas per drawings, specifications and directions of the Engineer-in-charge.
33	Note:
34	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, shuttering in all conditions etc. with all bye works and sundry works.
35	Supplying and laying plain cement concrete of grade 1:3:6 (M 10) with stone aggregate 40mm down grade (including shuttering if required) in all levelling courses under foundations, mass concrete works, chambers, trenches,floors and any other locations at all depths complete in all respects as per drawings, specifications and directions of the Engineer-in-charge.
36	Note:
37	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, shuttering in all conditions etc. with all bye works and sundry works.
38	REINFORCED CEMENT CONCRETE
39	Providing and Laying in position Machine batched and machine mixed Design mix/ Ready mixed for Reinforced Cement Concrete workof grade M-25 using 20mm down size graded aggregate at all depths and heights using cement content as per approved design mix manufactured in fully automatic batching 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 RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete(improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade.
40	Note:
41	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as,minimum 43 grade OPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye workscomplete.
42	2. The reinforcement shall be paid separately vide respective item.
43	REINFORCEMENT STEEL
44	Supplying, Fabricating and Fixing in position TMT Grade Fe 500D reinforcement conforming toIS1786 at all levels and positions including the cost of transport, straightening, cutting, bending, cranking, welding, provision of necessary chairs and spacers, preparation of bar bending schedule and getting the same approved by EIC etc., complete as per drawings and specifications and including cost of binding wire, labour, testing etc., all completein all respects as per detailed construction drawings, technical specifications and direction of Engineer-in-charge. The chairs and spacer bars provided will not be measured for payment.
45	Note:
46	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as reinforcement steel, binding wire etc. with all bye works and sundry works complete.
47	2. Chairs, Unauthorised Laps, Spacers, Binding wire, Wastage etc. shall be to contractor\"s account.
48	DAMP PROOF COURSE
49	Providing 40 mm thick Damp proof course over plinth with cement concrete grade 1:1.5:3 using aggregate of 10 mm and down graded and mixing approved water proof admixture with cement as per manufacturer\"s specification including necessary formwork/ shuttering, one coat of hot bitumen of grade VG-10 over the top surface of Damp proof coarse and all necessary byeworks complete as per specification, drawing and as directed by the Engineer.
50	BRICK WORK
51	Providing and laying BRICK WORK straight or curved on plan to any radius using best quality bricks with frog/indent, conforming to sub-class A as per IS:1077 having crushing strength of not less than 50 kg/cm2 in cement mortar 1 :6 (1 Cement : 6 Coarse Sand)in all types of foundation and superstructure at all depths/heights including projections, pillars, parapets, ornamentals of any shape, cornices, all complete including cut work, curing, scaffolding,including filling of joints with Cement Mortar 1:6 and racking of joints, etc. as per specifications, drawings and directions of the Engineer.
52	Note:
53	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC), bricks, finishes, bitumen, other minor construction materials, shuttering, staging, masonry work, painting with bitumen on faces in contact with soil etc. as per requirementwith all bye-works and sundry works complete as per drawings.
54	AUTOCLAVED AERATED CEMENT BLOCKS
55	Providing and laying autoclaved aerated blocks (AAC) masonary works consisting of flyash mixed with lime, water & aerating agent in 1:4 cement mortar using locally manufactured (within 800 kms from project site) AAC blocks of 250 mm thickness and Length shall be 400 mm, 500 mm or 600 mm. Minimum compressive strength of 4N/mm2conforming to IS:2185(Part 3) for all types of masonary worksabove substructure at all depths and heights including providing openings and projections, raking of joints, scaffolding and curing etc. complete as per specifications, drawings and direction of Engineer-in-charge.
56	Providing and constructing Autoclaved Aerated Block A.A.C BLOCK MASONRY WORKS150 mm thick consisting of 70% of fly ash content and manufactured locally(within 800 kms form project site) and Length shall be 400 mm, 500 mm or 600 mm, having minimum Compressive strength of 4 N/mm2 and conforming to IS:2185 ( Part -3 ), in 1:4 cement mortar, including providing reinforcement at every 3rd courses with 2 MS bars of 6 mm dia. and distribution 6 mm dia at 30 cm centres to centres in all locations and heights, as per drawing and as directed by engineer including filling of joints with CM 1:4 and racking of joints.(Reinforcement will not be paid separately)
57	INSERTS
58	Supplying, Fabricating, Fixing at all levels and positions Steel embedments/ Insertslike Plates,Angle, Channels,Anchor boxes, MSpipe Sleeves includingthreading etc.,including two coats of approved quality Synthetic enamel paint over a primer coat on the exposedSurfaces wherevernecessary, complete as per Drawings, Specificationsand directions of theEngineer-in-charge. (Jigs, Templatesand Fixtureswillnot be paidseperately).
59	PLINTH PROTECTION
60	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
61	G.I.PIPES
62	Providing and fixingof following size of G.I. pipes (medium duty) as per IS 1239 complete with G.I. fittings and clamps including cutting by hack saw, bending by hydraulic machine, trenching and refilling etc. including all labour and material complete as per approved drawing and direction of EIC.
63	100 mm nominal bore
64	150 mm nominal bore
65	PRE CAST COVERS
66	Providing, hoisting and fixing up precast reinforced cement concrete of M-25 grade(20mm nominal size) in trenches, pits, tanks and the like including the cost of required centering, shuttering (with smooth surface) complete but excluding cost of reinforcement.
67	Note :-
68	1. The reinforcement shall be paid separately vide respective item.
69	KHURRAS
70	Making Khurras 45cm x 45cm with average thickness of 50mm in PCC (1:2:4) using 20mm and down stone chips over PVC sheet 1m x 1m x 400micron, finished with 12mm cement plaster (1:3) and a coat of neat cement rounding the edges and making, finishing the outlet.
71	GOLA
72	Providing gola 75 x75mm in cement concrete 1:2:4 ( 1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
73	In75x75mm deep chase
74	CONCRETE PIPES (NP3 TYPE)
75	Providing and laying non-pressure NP3 class (medium duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including trenching and filling complete as per direction of Engineer in charge.
76	150 mm dia
77	300 mm dia
78	CONCERTINA COIL
79	Providing and fixing Concertina Coil fencing with Punched tape concertina coil 600mm dia 10 metre openable length (total length 90 m), having 50 nos. rounds per 6 m length, upto 3 m height of wall with existing angle iron Y- shaped placed 3 m apart and with 9 horizontal RBT reinforced barbed wire, stud tied with GI staples and GI clips to retain horizontal, including necessary bolts or GI barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(RBT)/spring core(2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape(0.52mm thick) and weight 43.478gm/metre(cost of MS angle, CC blocks shall be paid separately)
80	Supplying, Fabricating, Fixing at all levels and positions Steel Y angle embedments/ Insertsin boundary wall column with CC blocks including two coats of approved quality Synthetic enamel paint over a primer coat on the exposedSurfaces wherevernecessary, complete as per Drawings, Specificationsand directions of theEngineer-in-charge.
81	RAIN WATER HARVESTING PIT
82	Providing,constructing and finishing of rain water harvesting pit including boring up to ground water table, provision of filter media and construction of pit complete asper scope of work, detailed construction drawings and directions of the Engineer-in-charge.
83	[Rate to include cost of all labour, tools, tackles, equipment, hire charges,supply of all materials, such as minimum 43 grade OPC cement, bricks of class designation M-7.5 of IS: 1077 in CM1:4 (1 cement ;4 sand),bitumen,other minor construction materials, shuttering, staging,providing and placing R/F steel, inserts etc. with all by works and sundry works complete.
84	BOULDER SOLING
85	Providing and laying stone boulder soling with stone boulders of size 125 mm including packing filling interstices with smaller size stones dry and wet consolidition with moorum as coarse aggregate in foundation, trenches,pavements including ramming, consolidating with mechanical means and tamping etc. completed as directed at the site (Compacted thickness shall be measured for payment)
86	STONE AGGREGATE
87	Supplying, stacking and spreadingof stone aggregate of size 53 mm to 22.4 mm at desired locationsinside the plot over well compacted earth complete as per construction drawing and as directed by Engineer-in-charge.
88	PLASTERING IN DRAINS
89	Providing and applying 15mm thick cement plaster 1 : 4 (1 cement : 4 medium coarse sand) smooth finish (1 neat coat of cement)with waterproofing compound at all depths & heights on faces of walls, pillars, projection, bands, etc., including raking out joints if any left out, necessary dabbing, curing, scaffolding complete at all heights as per specification and drawings.
90	Note:
91	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC), coarse sand and other minor construction materials as per requirementwith all bye-works and sundry works complete as per drawings.
92	JOINT FILLER
93	Providing and filling expansion joints in boundary walll with 25mm thick bitumen impregnated fibre board conforming to IS 1838 including cost of primerall complete.
94	Providing and filling 12mm deep groove on top and on both sides of vertical surafce with bitumenous sealant all complete.
95	ROAD WORKS
96	Providing100mm thick Water Bound Macadam using 90 mm to 45 mm sizehard granite metal/Crushed Stone and approved quality binding material (Plasticityindex shall be between 4 to 6), laid to proper camber and gradient with templates to correct profile, including filling undulations/pot holes in the scarified existing road surface,dry and wet rolling by 8 to 10 T power roller, all complete as per specifications, drawings and instructions of Engineer.(Joint measusurements/levels to be made for the undulations/pot holes in the scarified surface before and after the work started and the volume shall be calculated considering area multiplied by average compacted thickness)
97	Providing75mm thick Water Bound Macadam 2 layers (after rolling the subgrade soling with 8 to 10 T roller to required camber) using 63 mm to 45 mm quality metal, laid to proper camber and gradient with templates, filling voids with approved quality moorum (Plasticityindex shall be between 4 to 9), dry and wet rolling by 8 to 10 T roller, including surface preperation etc.for new roads all complete as per specifications drawings and instructions of Engineer in-Charge.
98	CONCRETE PAVEMENT
99	Providing and laying reinforced cement concrete pavement 150 mm thick in M-25 grade with 20 mm and down grade crushed stone aggregate in pavement, including earthwork in excavation, preparation of base (i.e. compacted subgrade, 200 thk sand and 100 thk PCC M-10 grade), leaving pockets if necessary, making recess, projections, fixing inserts conduit pipes (GI, PVC, HDPE, etc.) laying in alternate panels, filling the gaps between the panels with bitumen sand mix filler material etc., making slopes, finishing edges, leaving bars for pedestals & sleepers including providing sand fill isolation , shuttering, providing and fixing reinforcing steel, curing, chipping and modification works etc. as specified in any shape, thickness, position and finishing the top surface smooth as per requirement etc. all complete as per drawings, specifications and directions of the Engineer-in-charge.
100	150mm thick in Pavements of Process Area (Type - I)
101	150mm thick in Pavements in Approach Roads(Type-II)
102	Note :-
103	1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, providing and fixing reinforcement steel, shuttering, earthwork in excavation and backfilling using serviceable earth in all conditions, preparation of base, etc. with all bye works and sundry works.Cost of works towards pipe supports & sleepers being raised from pavement is covered under respective RCC items.
104	EXPANSION JOINT
105	Providing & laying expansion joint 25 mm thick with approved bitumen impregnated fibre board in between & sealing the top 25 mm depth with bituminous sealant at all heights & location with all byeworks complete as per drawing, standard practice and as directed by the Engineer-in-charge.
106	Providing & laying 25 mm dowel bars with metal cap @200 mm c/c across the full road width at expansion joint location as perdrawing, standard practice and as directed by the Engineer-in charge.
107	PAVER BLOCK FLOORING
108	Supplying and placing in position as per approved pattern of Cement Concrete Inter locking/grass jointed paver block 60 mm thick of approved shape, rough finish, M-30 strength of approved brand laid over the sand bed of minimum 100 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge.
109	Note :-
110	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks,sand,earth work in excavation in cutting earth in all conditions, shutteringwith all bye works and sundry works.
111	2.PCC below paver shall be paid separately vide respective item.
112	KERB STONE FIXING
113	Providing and fixing precast concrete Kerb stones (125 wide X 300 deep) of M-30 grade or equivalent of approved make and shapeat or near ground level as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) wherever required over 75 mm thick PCC M-10 levelling course, complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge.
114	1. Rate to include all labour, tools, tackles, factory manufactured & steam cured Kerb Stones, shuttering, transportation, water charges, earth work if any, PCC etc complete.
115	CPVC PIPES - EXPOSED WORK
116	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of approved make having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge - Exposed Work.
117	32 mm nominal bore
118	25 mm nominal bore
119	20 mm nominal bore
120	15 mm nominal bore
121	CPVC PIPES - CONCEALED WORK
122	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of approved make having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. - Concealed Work including cutting chases and making good the walls etc.
123	25 mm nominal bore
124	20 mm nominal bore
125	15 mm nominal bore
126	NON RETURN VALVE
127	Supplying, fitting and fixing superior quality Gun metal non return valve of approved quality
128	32mm dia
129	25mm dia
130	SINTEX OR EQUIVALENT HDPE WATER TANK
131	Providing and fixing 1000 litres capacitySINTEX or equivalent approved HDPE water tank ISI : 12701 marked with PVC fittings for inlet, outlet, over flow, scour float valve, air lock release pipe, connections of required size and diameter including connections and fixing the tank on roof at all heights with all bye-works complete as per manufacturer\"s specification and direction of the Engineer. (Support of tank on Brick/RCC/PCC will be paid under relevent items)
132	SAND CAST IRON/ CAST SPUN SOIL,WASTE & VENT PIPE AND FITTINGS
133	Providing, laying and jointing in position sand cast iron/ cast iron spun soil, waste and vent pipe conforming to IS 1729 including all fittings like offsets, bends, teesetc. includinglead caulked joints 45 mm deep and fixing them on floors or vertically against walls by M.S. brackets or clamps so as to keep the pipes away from the wall. Rate to include scaffolding, water testing after laying the pipes and painting with two coats of paint of any colour such as chocolate grey, buff etc. over a coat of primer of approved quality all complete.
134	100 MM DIA
135	75 MM DIA
136	GULLY TRAP
137	Providing and fixing square mouth S.W. 100x100 mm size P type gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design with common burnt clay bricks of class designation 5.0.
138	BRICK MASONRY MANHOLES
139	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard designincluding excavation,backfilling and disposal of surplus earth complete as per specifications, drawings and direction of Engineer-in-Charge.
140	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg with common burnt clay bricks of class designation 5.0
141	Extra for depth for manholes
142	GLAZED STONEWARE PIPES
143	Providing, laying and jointing glazed stone ware pipe class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 Cement : 1 Fine Sand) including embedding in PCC M-10, making haunches, necessary excavation, backfilling and testing of joints etc complete as per specification andupto 1.5m depth. (PCC shall be paid separately).
144	100 mm dia
145	150 mm dia
146	FLOOR TRAP
147	Providing and fixing PVC floor trap of self cleansing design conforming to IS specs with 100mm inlet, 75mm outlet and 150mm CP hinged heavy brass grating of 6mm thick with rim. Rate shall include making all necessary leak proof connections etc.
148	SEPTIC TANK
149	Providing and construction of septic tank in brick masonry with common burnt clay bricks of class designation 5.0 and base and top slabin RCC M25 complete in all respect as per scope of work, detailed construction drawings , technical specifications and directions of the Engineer-in-charge.
150	TYPE-I for 20 Users
151	Note:
152	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement including CI vent, CI manhole cover, SW fittings, PVC coated rungs, brick, inserts, bolts covers, aggregates / sand fill conduits finishes in excavation and backfilling using strutting, bailing and pumping out water, masonry work, plastering, plumbing, sanitation, etc. with al bye works and sundry works. Scope of construction is from inlet chamber to outlet chamber. Over all depth of chamber may very as per site condition.
153	SOAK PIT
154	Making soak pit 2.5 m outside diameter and effective depth of 2.5m with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay bricks of class designation 7.5.
155	BORE WELL
156	Supply,laying,drilling and commissioning of G.I.Bore well of 150 mm diameter and up to 50 m depth including submersible pump with all accessories, panel, wiring and all other works required to make it operationalall complete in all respects as per scope of work and directions of the Engineer-in-charge.
157	Extra over and above for more than 50 M depth.
158	Note:
159	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials including pipes, water meter, valves, boring, priming, cabling, pumps, clearing,earth work, etc. with all bye works and sundry works and consumables.
160	HAND PUMP
161	Supply, providing, placing in position Deep Well hand pump of approved quality & make ( as per IS 9301 and installation as per IS 11004 Part-1 ) for 40 mm dia GI pipe (medium class) complete with all accessories, fittings including providing and placing in position filter of 40 mm dia GI pipe (medium class) with brass strainer of approved quality. Boring shall be 100 mm dia including casing pipe up to required depth for Hand pump in all soils and tested up to a depth of 50.0 m complete in all respects as per scope of work and directions of the Engineer-in-charge.
162	Note:
163	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials including pipes,boring, priming, clearing,earth work, etc. with all bye works and sundry works and consumables.
164	Extra over and above 50 m Depth.
165	Note:
166	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials including pipes,boring, priming, clearing,earth work, etc. with all bye works and sundry works and consumables.
167	PILING UNDER FOUNDATION
168	Providing and fixing in position \"Bored cast in situ RCC piles skin friction/end bearing type upto 500 mm diameter and 30 T capacity in M 25 Concrete\" excluding the cost of reinforcement and getting the designs of same approved by GAIL/ MECON including driving in ground at specified locationsby using standard tools for construcing a rigid support base for supporting the pipe line, boundary wall, buildings etcincluding all bye works, complete as per drawings, specification and directions of the Engineer-in-charge.
169	Notes-1. Rate to include cost of all labour, tools, tackles, equipment, hire charges,supply of all materials, shuttering, providing and fixing reinforcement steel testing etc. with all bye works and sundry works and consumables.
170	2. Reinforcement will be paid seperately in respective SOR item.
171	Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
172	Single pile upto 30 tonne capacity
173	Initial test
174	Routine test
175	Sub-Total Section A
176	SECTION-B [ARCHITECTURALWORKS]
177	FLOORING
178	Providing and laying kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
179	25 mm thick
180	Providing and laying mirror polished Kota stone slabs 12 mm thick in risers of steps, skirting, dado, pillars, external cladding laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
181	Extra for nosing in treads of steps of:
182	Kota stone slab
183	Providing and fixing 20mm thick polished granite/ kota stone of 250mm wide of approved shades for window sills, coping, etc.& including 20mm thick mortar bed CM 1:4, curing, polishing of exposed surfaces and all bye works complete.
184	Granite
185	Kota
186	Providing & laying approved make and colour heavy duty vitrified tiles in floors and skirting over 20 mm cement mortar bed 1:4 including cutting of tiles wherever required, pointing the joints in neat white cement with matching pigment, cleaning, washing, curing, etc., complete as per specification and direction of theengineer. Water absorption shall be less than 0.08% and fixing shall be using cementitious modified quick set tile adhesive, water based conforming to IS:15477 using 5kg adhesive per m2 area in average thickness of 3 mm, laid to proper level and joints pointed with tile jointing compound of approved make including curing, finishing and cleaning etc. complete as directed by the EIC. The measurements shall be based on laid area of floor and no extra payment shall be paid for wastage. The rates shall include cost of laying protective PVC sheets/ POP which shall keep the floor covered at all times till handing over of the site etc. complete. Item shall be inclusive of screed bed of minimum thickness 15mm in CM 1:4.
187	Size of Tile 300x300 mm and minimum thickness 12 mm
188	Providing and laying Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement , all complete as per direction of Engineer-in-charge.
189	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
190	40 mm thick with 20 mm nominal size stone aggregate
191	Providing and fixing 12 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.
192	In flooring on a bed of 10 mm thick mortar 1:4(1 acid proof cement : 4 coarse sand)
193	In dado/skirting on 12 mm thick mortar 1:4(1 acid proof cement : 4 coarse sand)
194	FINISHING
195	Providing 12 mm thick cement plaster 1:4 (1 cement : 4 sand) smooth finish with water proofing compound (to be paid under relevant items) as per architectural shapes marked in the drawings, at all depths and heights in one layer on internal faces of walls, pillars, projection, bands, cornices etc., including necessary dabbing, curing, scaffolding, providing chicken mesh at junctions of columns,beams etc.,complete at all heights as per specification and drawings.
196	Providing 15 mm thick cement plaster 1:4 (1 cement : 4 sand) as per architectural shapes marked in the drawings, at all depths and heights, providing chicken mesh at junctions of columns,beams etc.,complete at all heights as per specification with water proofing compound (to be paid under relevant items).
197	Providing 6 mm thick cement plaster 1:4 (1 cement : 4 sand) to ceiling of slabs, chajjas including drip course, bands, beams, columns, loft slabs, staircases, and any other location at all heights wherever required with all bye works dabbing, curing, scaffolding, including providing chicken mesh at junction of columns,beams etc.,complete at all heights and levels as per specification and drawings.
198	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
199	Providing drip mould of size 20mm x 8mm over cement plastering of chajjas, roof projections etc. at all heights and levels in cement mortar 1:3, hacking, curing, scaffolding etc at all heights and lifts, all complete as per specifications and instructions of the Engineer Incharge.
200	Forming groove of uniform size from 10x10mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.
201	Providing and applying two coats of Expa Cool Premium Exterior Emulsion from British paints (Certified Green building product) or Exterior emulsion paint(Eco friendly paint with low Volatile Organic Compounds) of Asian paints or equivalent makeof approved brand over a coat of approved primer consisting of volatile organic compounds less than 250g/L, at all heights and levels, including surface preparation, scaffolding at all locations and heights with all byeworks complete as per manufacturer\"s specification and direction of the Engineer Incharge.
202	Providing and applyingtwo coats of acrylic oil bound washable distemper- Eco friendly paint with low Volatile Organic Compounds ( not exceeding 50 g/L ) over ceiling, of approved shade & make over one coat of approved cement primer consisting of volatile organic compounds less than 250g/L as perspecifications and as directed by Engineer Incharge etc. complete.
203	Providing and applying wallcare Putty on plastered surfaces on internal walls for smooth and dry surface essential for painting, after removing all loosely adhering material from the wall surface. The substrate should be clean, free from dust, grease and loose materials. Dry and absorbent surfaces should be moistened with sufficient quantity of clean water. Apply the first coat on already moistened wall surface from bottom to upward direction uniformly. After drying of first coat of putty just rub the surface gently with west sponge or rub the surface very gently with the putty blade in order to remove the loose particles. Allow the surface to dry for atleast 3 hours and then apply second coat of putty. Leave the surface to dry completely. After drying of second coat remove marks if any with the help of moist sponge or rub the surface very gently with the putty blade. Leave the surface to dry preferably for overnight.The total thickness of the coats should be limited to maximum 1.5mm.
204	Painting with synthetic enamel paint - Eco friendly paint with low volatile organic compounds ( limit not exceeding 250g/L) over a coat of primer consisting of volatile organic compounds less than 250g/L of approved brand as per approved manufacturer\"s spec. to give an even shadeTwo coats of synthetic enamel paint on new work over one coat of zinc chromate primer.
205	Providing and making GAIL logo on boundary wall (on alternate panels) with prefabricated mould to be pressed on the plastered surface within a recess (1200mm x 1500mm x 30mm thk. deep) while it is green. Necessary, touch ups, etching, chiseling to be done as per requirementfor depicting the exact logo. The dimensions of the logo shall be 900mm X 600mm. The logo shall be painted with external acrylic emulsion paint in GAIL corporate colours.
206	STONE WORK
207	Supplying and fixing min.18 mm thick smooth finish black granite inauguration stone of superior quality with overall size of 1000X750mm or 2000X1000 (as per requirement of client), with ornamental edge moulded granite / marble / cement plasterband of approved shape. The prepared block shall be fixed with cement mortar 1:3 (1 Cement: 3 Coarse sand) in brick wall/block work with tiles/stone after chased, including finishing and painting all-round the stone and making aesthetically beautiful. The inauguration stone should contain engraved letters with chemically printing /stainless steel of approved matter in Hindi & English of required colour and size etc. and provision of curtain raising/sliding, light and landscaping/area development all around, complete as approved by client
208	STEEL WORK
209	Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia. 140 mm, 73mm height, top lid of 1.5mm thick MS sheet with its top surface hacked for proper bonding, top lid shall be screwed into the Cast Iron/ MS sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
210	Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required.
211	In stringers, treads, landings, balustrades etc. of staircases including use of chequered plate wherever required, all complete including all bye-works.
212	In gratings, frames, guard bar, ladders, brackets,gates, grill door and similar works.
213	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, landing railing, and staircase railing as per IS 4923 including applying a priming coat of approved steel primer.
214	66x36x3.6 m.s. hollow section approximately.
215	ALUMINIUM WORK
216	Providing & fixing in position aluminium doors, windows, ventilators, louvres, fixed glazing, sliding/composite windows, aluminium rough groundetc. with extruded & integral colour powder coating with minimum 60 microns, Aluminium sections, Powder coated Aluminium beadings,Powder coated Aluminium profile panel sheets, manufactured torelevant I.S. codes & using minimum 2mm thick (or as specified) heavy sections from environmentally compatible products containing minimum of 15 to 25 % of recycled content and shall be manufactured within 500 kms from project site from approved make including cost of providing required no. of heavy duty stainless steel butt hinges, pivots, approved door and windows handles, EPDM Gasket, PVC/Neoprene Gasket Lining, Stainless steel screws, mastic filling, weather strips, tower bolts,nuts, washers, rollers etc. as required and as per drawing etc. all complete at all heights and as directed by the Engineer-in-Charge. The rate shall also include giving a coat of bitumastic paint on the aluminium surfaces in contact with masonry / concrete and closing the gaps around the frame and the adjoining surface with approved silicone sealant with volatile organic compounds content less than 250 g/l on both faces to achieve watertightness. All fitting shall be of matching colour powder coated aluminium sections All doors,windows & ventilators shall havefloat glass of the following specifications SHGC - 0.25 to 0.3, U Value 3.8W/sqm-k or less,of approved makeor / double side prelaminated paritcle board flat pressed three layer or graded wood particle board bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS: 12823 Grade l Type ll, in panelling( for doors) as per design
217	Casement windows, single or composite units and ventilators with 5.5 mm thick float / frosted glass, frame size of 44mm x 46mm x 1.1mm, weight 0.522 kg/m min. amd middle frame (horizontal & vertical) 59mm x 38mm x 1.4mm, weight 0.729 kg/m min(approx.), as per approved drawing and as per approved manufacturer’s detail.
218	Fixed portion
219	Openable portion, section size 44mm x 46mm x 1.4 mm, weight 0.575 kg/m min. as per approved drawing and as per approved manufacturer’s specification.
220	Composite sliding windows with fixed and openable portion, fixed to frame size min. 101.6mm X 44.45mm x 2.01mm, weight 1.605 kg/m (approx.) and 63.5mm x 38.1mm x 1.5mm, weight 0.861 kg/m min. as per requirement. Sliding shutters fixed to frame size 92mm X 31.75mm x 1.5mm min. & weight 1.060 kg/m min and 61.85mm x 31.75mm x 1.5mm, wt. 0.784 kg/m min as per requirement. Shutter side, bottom and interlock shall be 40mm x 18mm x 1.55mm wt. 0547kg/m min., as per approved drawing and as per approved manufacturer’s detail. Frame for grill shall be 63.5mm x 38.1mm x 2mm & wt. 1.054kg/m. Windows shall have 5.5 mm thick float glass.The sliding fittings/ accessories shall be deraiilng wheels with Nylon brackets with SS pin – 2 Nos. per shutter. The lock handle, safety plates, nylon antilift and joinery shall be as per specification.
221	Doors with 8.0mm minimum thick float glass panels/ aluminium louvre with wire mesh/ double side prelaminated paritcle board flat pressed three layer or graded wood particle board bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS: 12823 Grade l Type ll, in panelling fixed with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of E-I/C with decorative lamination on both sides of approved make; frames of size 101.6mm x 44.45mm x3.18mm minimum, weight 2.541 kg/m min(approx.).
222	fixed portion
223	Openable portion, section size 85.00mm x 44.45mm x 3.00mm weight 2.050 kg/m min.(approx.) for shutter vertical and top, 114.3mm x 44.5 x 3.18mm weight 2.646 kg/m min. for shutter bottom and 83.5mm x 44.5mm x 3.18mm weight 2.145 kg/m min. for shutter middle.
224	Providing and fixing double action hydraulic floor spring of approved brand and manufacturer, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass / SS pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
225	With stainless steel cover plate
226	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer of approved brand and manufacturer (door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
227	Providing and fixing aluminium grills of approved make of approved design made up of 10 mm dia aluminium rod andmaximum size of opening (diagonal/ hexagonal/ circular) 100 mm x 100 mm internal, and specification as per manufacturer\"s detail
228	PVC WORK
229	Providing and fixing factory made door frame (single rebate) made out of single piece extruded solidPVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement , including fixingthe frame to wall with suitable dia & length anchor fastener as per manufacturer\"s specification and direction of Engineer-in-charge.
230	Providing and fixing factory made 30 mm thick non decorative finish door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer\"s specifications and direction of Engineer-in-charge.
231	FALSE CEILING
232	Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and naturalfiller false ceiling tiles of Size 595X595 mm of approved texture, design and patterns having NRC (Noise Reduction Coefficient) of of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum), non combustible as per BS:476 (part-4), fire performance as perBS:476 (part-6 & 7), humidity resistance of 100%, thermal conductivity <0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on inter-locking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40mm thick on Silhouette profile, rotary stiched double webbed white with 6mm reveal profile (white/black), comprising of main -T runners of size 15x42mm of length 3000mm, cross-T of size 15x42mm of length 1200mm and secondary intermediate cross-T of size 15x42mm of length 600mm to form grid module of size 600x600mm, suspended from ceiling using galvanised mild steel items (galvanised @ 80 grams per sqm) i.e. 50mm long, 8mm outer diameter M-6 dash fasteners, 6mm dia fully threaded hanger rod upto 1000mm length and L-shape level adjuster of size 85x25x2mm. Galvanised iron perimeter wall angle of size 22x19x0.40mm of length 3000mm to be fixed on periphery wall/ partition with the help of plastic rawl plugs at 450mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.With 15mm thick integral densified micro edge light weight calcium silicate false ceiling tiles
233	Providing and fixing in position 12.5 mm thick gypsum board false ceiling confirming to IS 2095 -1982with approved G.I Frame work and hangers including openings for lights, air conditioning grills, fire detectors, nozzles, recess for hanging blinds,etc.as per specification and description complete. Rate shall include vertical as well as horizontal surfaces as per design drawing and actual \"seen\" surface of horizontal and vertical will be measured and paid for. Layout and design of false ceiling with cutouts & decorative mouldings etc.to be approved by EIC
234	MISCELLANEOUS
235	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (Single socketed pipes). 110 mm diameter
236	Providing and applying Acrylic base flexible liquid applied Membrane system of approved make (THERMOSHIELD of CHRYSO or equivalent) for roof insulation and waterproofing. The method of application shall include surface preparation and rectifying depression / honey-comb (if any) in the surface using CHRYSO ARMOURCRETE mortar or equivalent ( 1part CHRYSO ARMOURCRETE, 2part cement, 4 part medium washed sand) and leaving it for at least 24 hours. Then all open cracks are to be filled CHRYSO PROOF ACRYLIC PRIMER or equivalent followed by a coat of CHRYSO PROOF ACRYLIC or equivalent along the crack line and leave it to dry for overnight. This shall be followed by application of CHRYSO PROOF ACRYLIC PRIMER or equivalent over the entire surface. After the application, primer coat it is allowed to reach touch dry for 2-3 hours. ThenCHRYSO THERMOSHIELD (or equivalent) shall be applied in 2 coats with a gap of approx. 4-5 hours. All works shall be carried out as per specifications and manufacturer\"s instructions including all byeworks and at all heights and levels and also as per the directions of the Engineer Incharge.
237	LANDSCAPING
238	SHRUB PLANTATIONDigging of beds of required size and 60 cms.depth in any type of soil. Refilling the pits after deweeding, with a mixture of good earth and cow dung organic manure in the ratio of 3:1 (Three part of good earth and one part of organic manure). Flooding the bed with water so that the earth and manure mixture settles down in pits. Supply and plantation of approved shrub species sapling of good quality, disease free, healthy, fully estabilished 1-2 year oil with well developed root system in the centre of pit, with a clear minimum height of 1 feet after plantation and spacing 1.5 feet.Maintaining & watering for 06 months regularaly as the minimum guarantee period, all complete including supplying & mixing of good earth & manure. Healthy properly grown shrubs(atleast 3 months old after planting at site) should be provided during handover on completion of the project.(Varietles : Approved local equivalent species).
239	HEDGE PLANTATIONDigging of trenches of size 60 cms x 45 cms x running mts length in all type of soil. Rest all the item are same as that of Shrub plantation except that the minimum 07 number of hedge sapling be planted per running metre (Varietles : Approved local equivalent species).
240	ANTI-CORROSIVE BITUMASTIC PAINTProviding and Painting with anti-corrosive bitumastic paintin grey shade of approved brand and manufacture to give an even shade in 2 or more coats to the RCC/Plaster/Brickworks or as per direction of Engineer in charge.
241	GRASS TURFProviding and fixing Neelgiri/Mexican/Korean grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and then rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as per direction of Engineer in charge.
242	SANITARY INSTALLATIONS
243	Providing and fixing white vitreous china water closet (Orissa Pan) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.Cat no.CNS-WHT-OP01 of Jaquar or equivalent + Wall Hung Cistern Cat No. WHC-WHT-184T or approved equivalent.
244	Providing and fixing white vitreous china semi-pedestal type wash basin Cat. no. K-96051IN-0 of Kohler or approved equivalent, including providing & fixing C1 / MS brackets duly painted with two or more coats of synthetic enamel paint, complete in all respect and pillar cock Cat No. JULY K-16312IN-4-CPof Kohler or approved equivalent,complete in all respect completely recessed at the back for the reception of pipes and fittings all complete
245	5.5 mm thick float glass frameless mirror fixed with stainless steel studs, all complete
246	Providing and fixing soap dish - Cat no. COMPLEMENTARY K-5634IN-CP of Kohler or approved equivalent, complete with all respect.
247	Providing and fixing Soap dispenser and holder with frosted glass bottle in polished chrome - Cat no. CRUZ K-10712D-CP of Kohler or approved equivalent, complete with all respect.
248	Providing and fixing C.P. brass bib cock:
249	Kohler Cat No, JULY K-16093IN-4-CP or approved equivalent
250	Providing and fixing C.P. brass concealed stop cock Kohler cat. no. JULY K-16087IN-4-CP or approved equivalent
251	Providing and fixing CP Brass Grid drain with overflow hole for wash basin and sink, of Kohler Cat No. K-45432IN-CP or approvedequivalent
252	Providing and fixing CP brass Bottle Trap for Wash basin and sink of Kohler Cat No. COMPLEMENTARY K-7314IN-CP or approved equivalent
253	Providing and fixing CP brass towel rail - Cat no. K-5630IN-CP of Kohler or approved equivalent, complete with all respect.
254	Providing and fixing Eye/face wash, model no.7001 pedestal-mounted from Tobit Engineers or equ. (supply connection & provision of bottle trap and connection to nearest drain to be done)
255	Sub-Total Section B
256	SECTION-C [STRUCTURAL WORKS]
257	Supply, fabrication & erection of Steel structure
258	Supply, fabrication and erection of all types of pipes supports, approach platform for valve operation, crossover structure, or any other structures required for works, etc. including surface preparation, painting as per specification, including loading, transportation and unloading delivery at erection site of all fabricated structures, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge. (The cost & weight of MS bolts and nuts (permanent and service), washers, electrodes, putty, gases, shims, packs, cost of straightening of raw materials, Built up section at any shape, cutting of flats from plates and providing splices, paints, tools, plants, testing of materials, etc and all other consumables as required for the work shall be deemed to be included in the quoted rates.)
259	Providing and fixing of chain link fencing
260	Supply, fabrication and erection of structures such as angle iron post , Channel post,Strainer and strut,etc.with necessary holes for fixing the chain link fencing,site assembly and finally erection of structures at appropriate location including surface prepartion with painting as per specification,including 2.4m high G.I. Chain link fabric fencingmesh size 50x50x3.15 mm dia, with 0.6 m heigh barbed wire (type-A) as per IS:278-1978 shall be made from two strands of galvanized steel wire of nominal dia 2.5 mm twisted together fixed on angle iron posts with GI staples, turn buckles,all necessary fitting etc, including strengthening with 4 mm dia wire Nuts bolts and washer complete in all respects.All work as per Specification and drawings and as direction of the Engineer-In-Charge. (excluding foundation, Refer Tender drawing)
261	Providing and fixing of chain link Fencing Gates
262	Supply, fabrication & fixing of fencing Mild steel gate 3.0m high with Chain link fencing mesh (as per detail in item no 2 above) upto 2.4m height and 0.6m barbed wire fencing including all fixtures like MS Pivot, locking arrangement, tower bolt etc., complete in all respects including surface prepartion, painting as per specification. The work is to be completed in all respect as per drawings, technical specification and direction of the Engineer-In-Charge (excluding foundations )
263	2m Wide Gate
264	Supply, fabrication & erection of MS Gate
265	Supply, fabrication and fixing in position steel entrance gate (as per the design shown in the tender drawing) supply of raw materials, transportation and delivery at site, unloading, storage and handling at site, site assembly and finally erectionat appropriate locations.gates shall be fabricated out of channel and Sq Bar with all fixtures like MS Pivot,M.S sheet boxing ,locking arrangement, MS tower bolts, gate stopper, hold fast, MS wheel with ball bearing , MS tee bend to shape and embedded in the road surface for gate opening track , etc. including painting as per specification. The work is to be completed in all respect as per drawings and techanical specification and direction of the Engineer-in-Charge
266	4.0m clear opening width of gate in two panels.
267	1.2m wide emergency gate
268	Providing and fixing chequered plate covers
269	Providing and fixing chequered plate in approved panel or over steel structure platform,cable and pipe trench including cutting, welding, hoisting, fixing in position,including painting as per specification, complete in all respectas per drawings , technical specifications and directions of the Engineer-In-Charge.
270	Supply, fabrication & erection of Display/Information/Warning Sign Board
271	Supply, fabrication and fixing in position of steelsign boardsfabricated from pipes,angles, flats section including 3 mm thick plate with necessary cleat, clamps or necessary fixing arrangementincluding primer and paining of approved colour as per specification includingAlphabets of approved size and font and Logoto be painted on Display,informatary,warning signboard with day glow paint shall be completed as per standard detail of GAIL/as per direction of E/C including fixing at appropriate location, ture alignment andembedded in PCC block .The work is to be completed in all respect as per drawings and techanical specification and direction of the Engineer-in-Charge(excluding PCC Block)
272	Notes:
273	1.The quantities indicated are estimated values and hence are approximate. Final payment will be made based on actual quantities to be certified by the Purchaser.
274	2.The cost & weight of MS bolts (permanent and service), washers, electrodes, putty, gases, cost of straightening the raw materials, cutting of flats from plates and providing splices, paints, tools, plants, electric power,water.other consumables, as required for the work shall be deemed to be included in the quoted rates.
275	3.All handling and transport charges of raw materials and fabricated structures including double handling, as required, for completion of work in accordance with time schedule, are deemed be included in the quoted rates
276	Sub-Total Section C
277	SECTION-D [ELECTRICAL WORKS)]
278	Supply, installation, testing, commissioning of power distribution board (PDB) and Lighting Distribution Board (LDB) :
279	415 V, 30 KA single front type indoor PDB-1 to receive input power at Receiving terminal consisting ofbus bar chamber, cable alley, 250 Amp incomer TPN MCCB (with LSIG & Shunt trip) & 5 nos. 100 Amp TPN MCCB, 5 nos. 63 Amp TPN MCCB, 4 nos. 32 Amp TPN MCBand 8 Nos 20/16 Amp TPN MCB outgoing complete with wiring, indication lamp, ammeter, voltmeter, MFM (Multi Function Meter) etc including all labour and materials with operating mechanism, all accessories, mandatory spares as per data sheet, auxiliariesetc complete in all respects as specified in technical specification, data sheet & SLD no. MEC/23U2/05/E9/E/1081A. All MCCBs shall have LSIG protection.
280	Spares for LT Panel based on SLD no. MEC/23U2/05/E9/E/1081A for 2 years operation & maintenance as per the annexure in specification.
281	LIGHTING DISTRIBUTION BOARDS
282	Surface/RecessmountedLighting Panel (I/E-LDB) for Building Lighting consisting of 2 nos. 32 Amp (100mA sensitivity) 4 Pole RCCB as incomer(Grid+Invertor supply) along with necessary interlock trrough contactor with two isolated Cu busbar and 08 Nos. 10A DP MCBs & 08 Nos. 12A DP MCBs as out goings complete with ammeter ,indication lamp etc. Refer SLD no.MEC/23U2/05/E9/E/1081B.
283	Surface/RecessmountedBuilding Power Point Panel (PP-LDB) for Building Power Points, AC\"s etc forRT consisting of 100 Amp (100mA sensitivity) 4 Pole RCCB as incomer and 8 nos. 20A DP MCB & 6 nos. 16A DP MCBs as out goings complete with indication lamp etc. Refer SLD no.MEC/23U2/05/E9/E/1081C.
284	Outdoor Lighting Panel (O-LDB) consisting of 80 Amp (100mA sensitivity) 4 Pole RCCBas incomer and 12 nos. 20/16A TPN MCBs & 2 nos. 20A SPN MCBs as out goings complete with Contactor, timer, A/M switch, PB with timer and 5 Nos. 20/16 Amp SPN MCB, 2 Nos. 20A TPN MCB without timer etc indication lamp. Refer SLD no.MEC/23U2/05/E9/E/1081D.
285	Supply, installation, testing & commissioning of 1600VA sine wave Inverter system with 2x150Ah Battery backup tubular type battery for critical lighting in control room building & outdoor area (Make Inverter: Su-Kam, Genius, Luminus, Microtek, Battery: Exide, Amaraja).
286	Supply, installation, testing, commissioning of the complete earthing and lightning protection system, earth electrodes/ pit, earth main ring, earthing of electrical equipments, instrument panels, field instruments, process equipments and pipes/ flanges including all associated civil work with all material and labour as per specification and drawings approved by the company.
287	Earth Pits- GI PIPE Electrode with 6 mm thick chequered plate cover
288	Earth Pits- Copper plate Electrode with 6 mm thick chequered plate cover
289	GI Strip (50X6) mm
290	GI Strip (25X3) mm
291	Copper Strip (25X3) mm
292	GI Wire, wire rope and all balance earthing material including copper strip (50 mm x 2 mm thick) jumper for flanges etc. as per the specification for all the terminals.
293	GI lightning rod 25 mm dia. 1800 mm long including supply of all hardware bare copper rope labour etc. complete as per approved drawings, specifications and directions of Engineer-In-Charge.
294	Advance maintenance free earthing system with 3mtr earth electrode of low carbon steel with 250 micron copper coating with carbon based backfill compound (Resitivity of compound shall be less than 1 ohm-m) as per IS 3043/IEEE-80.
295	Supply, laying, termination, testing and commissioning of 1.1kV grade XLPE insulated, PVC sheathed, FRLS power and control cables (conforming to IS:7098 and specification) of following sizes in trenches/ excavated under ground trench /trays, pulling through pipes and its proper sealing, cutting of paved area, roads etc.
296	3.5x 120 mm2 A2XFY
297	3.5x 70 mm2 A2XFY
298	3.5x 35 mm2 A2XFY
299	3.5x 25 mm2 2XFY
300	2x35 mm2 2XFY
301	3.5x10 mm2 2XWY
302	4x 6 mm2 2XWY
303	4x 4 mm2 2XWY
304	4x 2.5 mm2 2XWY
305	2x 4 mm2 2XWY
306	2x 6 mm2 2XWY
307	Circuit Wiring for main/ submain with 4 x 6 sq.mm FR PVC insulated copper conductor single core cable/ wire in PVC conduit in recess/ trench as required.
308	Circuit Wiring for main/ submain with 4 x 4 sq.mm FR PVC insulated copper conductor single core cable/ wire in PVC conduit in recess/ trench as required.
309	Supply, installation, testing, commissioning of lighting fixtures complete with mounting bracket, flame proof/non flame proof, control gear box as per the type of fixture, lamps, 4 way junction boxes (flame proof/non flame proof) etc. including civil work with pipe inserts for cables and connecting work, with all material and labour as per specifications, drawings and instruction of Engineer-in-charge.Work to be completed in all respects.
310	Street lighting, integral flame proof well glass fixture (CMIFR approved for Zone-1/2 gas group IIA & IIB) with 72 W LED luminaire with flame proof control gear Model no. FLPW-1095 of Baliga make or equivalent)
311	Street lighting Non flame proofluminaire (lighting fixture : Type LSTP-45-CDL of M/s CG make or equivalent, with 45W LED).
312	Non flame proof Integral flood lighting fixture (for 72W LED) on building/ structure/pole, lighting fixture type : LSFN-72-CDL of M/s CG make or equivalent
313	Flame proof Integral flood lighting fixture (for 150W LED) on building/ structure/pole, lighting fixture type : FLPW-2595 of M/s Baliga make or equivalent
314	Non flame proof bracket mounted integral LED lighting fixture on building/ structure, lighting fixture type : LSTP-45-CDL of M/s CG make or equivalent
315	Electric Illuminated Station detail board (6ftx3ft) alongwith mounting structure (Station detail will be decided in detail engineering).
316	Street lighting pole 6mtr high GI octagonal pole (Type BOP-6030 of Bajaj make or equivalent) complete with bracket, GI clamps for fixing flame proof control gear box as per standard drawing (MEC/SD/05/E9/77/04) & specification (MEC/TS/05/E9/077B).
317	High Mast Lighting system on 20m high pole consisting for 8 nos. of lighting fixtures (150W LED Lamp Type LFLN-150-CDL/60 of CG make or equivalent or as per the lux level calculation) as per standard datasheet No. MEC/DS/05/E9/077A.
318	SUPPLY,ERECTION, TESTING AND COMMISSIONING
319	Supply, installation, Inspection,Transportation to site, erection on pole, testing and commissioning of 11 kv/433 V outdoor type,3Ph,50Hz,copper wound, Dyn11, ONAN distribution transformer complete with all accessories as per REC specification 11/1976 and/or IS 2026/1180. and latest amendments there of and first oil filled. Termination arrangement for HV side : HT bushing & LV side Cable end box/Terminal box of following rating (Make of Transformershall be approved from State Electricity Board/MECON.)
320	100KVA
321	63KVA
322	Supply Erection, testing & commissioning of all the items listed at (Sl. No. 10.1 to 10.6 below) includingtransformer, all miscellaneous materials required, digging, trenching, backfilling, compaction, making of foundations/ pedestal, fixing the fencing and gate, spreading of blue granite material, etc as required to complete the HT & LT installation as per the tender. (All electrical equipments shall be approved from State Electricity Board/MECON.)
323	Double pole Structure with MS joist ISMB 200 x 100 mm, 9 m long complete with 100 x 50 mm MS channels of required length and size ;11 kV3 Ph. horizontal Gang operated Air Break switch, DO fuse, lightning arrestors of suitable ampere rating;pin insulators, disc insulators, operating rod, handle, locking arrangement, copper wire for jumper connection, stay set complete with all accessories etc as required inclusive of paint (two coats of primer & twocoats of final aluminum paint) and concrete foundation.
324	Supply, erection and commissioning of 11 kV, ACSR weasel conductor as required for stringing between State Electricity Board Double pole and consumer double pole structures.
325	Outdoor type dust & weather proof sheet steel (2 mm thick) enclosed MCCB of following rating for mounting on wall or pedestal. 250A, 415V, 3 Pole & Neutral AC-23 duty and suitable for termination of 3.5 x 120/95 sq.mm A2XFY cable on incomer terminals andoutgoing terminals.
326	Chain link fencing of (height 2.5 m) for the sub station area with ISA 50 x 50 x 6 mm angle and 4 mm thick welded wire mesh and 1 no. gate ( 3x2.5 mtr.) complete with all material, welding and labour.
327	40 mm blue granite metal for spreading in the fenced area .
328	3Cx 150 Sqmm, 11 KV (UE) HT Cable, XLPE insulated and PVC sheated, Screened, Armoured as per MECONs specification.
329	Supply, Installation, testing & commissioning of point wiring as per details in construction drawing & specificationincludesPVC conduits in ceiling, complete wiring including flexible wire (FR PVC), switch boxes & switches (ANCHOR ROMA make or equivalent), Multi strand Flexible HR PVC insulated copper conductor wires/cables for following items-
330	Light Point
331	Surface/ recess mounted LED light fixrure with LED lamp (type LCTL-18 -CDL of CG make or equivalent).
332	Industrial Flame proof fluorescent lamp fitting with LED lamp (type EXTN2LT8-20 of CG make or equivalent).
333	Integral LED Post top lantern Non flame proof luminaire (lighting fixture : Type LPTO-40/CDL of M/s CG make or equivalent on post top at Main Enterance gate of station with all mounting aggangements.
334	Exhaust fan (Industrial type 300/450 mm) with louvers,950 rpm,55watt.
335	Flame Proof (CMIFR approved) 12\" Exhaust Fan.0.25HP motor,1440 rpm. (Preferred Make: Baliga, FCG, CGL, Prompt)
336	Socket outlet (5/15 Amp combination) of ANCHOR ROMA make or equivalent
337	20 Amp sheet steel enclosed industrial type socket with 20 Amp DP MCB for AC.
338	Ceiling fan with electronic regulator ( Energy efficent, 50W, 1200 mm sweep)
339	Wall mounted fan with electronic regulator ( Energy efficent, 50W, 400 mm sweep, 1300 rpm) etc complete in all respect for wall mounting
340	SOLAR SYSTEM FOR OUTDOOR EMERGENCY LIGHTING
341	Design, manufacture, testing at works, supply, storage, transportation to site, Installation, testing, commissioning and performance test at siteofSolar Street lighting system complete with GI pole and GI mounting bracket, control gear box, internal cable from fitting to junction box, and 15W LED fixture (Falcon of Bajaj Make or equvalent),three days battery backup with solar Module, earthing, electronics, dusk-dawn operation etc including pipe inserts for cables and connecting work and commissioning spares as required, with all material and labour as per specifications, drawings and instruction of Engineer-in-charge. Nominal height of GI pole shall be 6m. Work to be completed in all respects.
342	Air Conditioners
343	Supply, Installation, testing and commissioning of latest model (5 stars BEE certified inverter AC) 1.8 T split AC complete with remote, 5 KVA stablizer, 12 Hr timer, MS Stand for outdoor unit etc.
344	Flame Proof Welding Socket
345	Supply, erection and commissioning of Flame proof type 63 Amp. Welding socket
346	Supply of flame proof type portable type emergency light fed by a self- contained SMF battery and charger operating on input supply 240 V AC. (Type: RVL/2C/181 of Sudhir make or equivalent)
347	Supply and laying of following sizes of class \"B\" G.I.Pipe in required length fixed on steel, concrete or similar sructure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc. small civil works, including all labour and materials complete as per approved drawingsand directions of Engineer-In-Charge.
348	50 mm NB
349	80 mm NB
350	100 mm NB
351	Supply, Installation, Erection of following Hot Dip Galvanized Ladder/Perforated Typecable trays (as per IS 2629) including bends, tee, crosses,horizontal and vertical splices etc. as required including supply of all G.I hardwares, all labour and material as required as per standard drawings, specification and direction ofEngineer-in-charge
352	Ladder type, made from 50mm height and 2.5 mm thick sheet steel & galvanized (86 microns) of following sizes.
353	150 mm wide
354	300 mmwide
355	Perforated type, made from 50mm height and 2.5 mm thick sheet steel & galvanized (86 microns) of following sizes.
356	150mm wide
357	300mm wide
358	Erection Material
359	Supply, Fabrication and errection of MS base frame support for switch gear and bracket for misc. electrical equipment, cable and cable tray support out of roled MS section,pipes,plates etc including welding, bolting, reveting, supply of necessary anchor bolts and grouting etc supply of paints applying one coat of anti rust primer two finish coats of approved synthetic enamel paints including bracking walls, floors etc for structure as required including supply of all GI hardware materials including all labour and materials complete as requiredfor all the terminals and the direction of Engineer-in-charge.
360	Supply and installation of the following including the supply of necessary clamp, bolts, rawl plugs etc. breaking and making good of walls, if required , and including all labour and materials complete as per directions of Engineer-In-Charge, applicable standards and Indian Electricity rules.
361	Shock hazard charts complete with frame and glass
362	First Aid Boxes
363	Carbon-di-oxide(CO2) type fire extinguisher 4.5 Kg capacity Complete with gunmetal valve conforming to IS : 3224 With ISI mark , Discharge horn with bend & wall fixing Bracket With Mfg. Test certificate
364	Caution boards (Danger, High Volatage) including supply of necessary clamps, bolts and other hardware.
365	Single Line Diagram complete in glass frame.
366	Supply of Tools and Instrument as per Annexure -A of scope of work.
367	Supply and laying ofInsulating Mats 11kV grade (as per IS:15652 - 2006) of 1000mm width, required for maintenance of electrical equipment in substation as required including cutting to required shape in running length and including all labour and materials etc. complete and as per directions of Engineer-In-Charge as per applicable Indian or International standards and Indian Electricity Rules.
368	Supply and installation of electrical accessories including, cable tags, cable marker, MCT blocks of suitable size for cable entry in Electrical rooms/building, nickle plated lugs, double compressed brass cable glands,brass adaptar/reducers/nipples, fixing of metallic anchor fasteners for supporting of cable trays and misc. electrical switchgear including all labour and materials complete as required for all the terminals and as per directions of Engineer-In-Charge.
369	Telephone & LAN :
370	Supply, Installation, testing and commisisoning of telephone sockets (Piano reed Type) in recess PVC conduit including PVC conduit,telephone socket,cable,accessories etc as required.
371	Supply, Installation, testing and commisisoning of LAN sockets (Piano reed Type) in recess PVC conduit including PVC conduit,telephone socket,cable,accessories etc as required.
372	supply of 10 pairs,0.61mm, jelly filled/aerial self supporting armoured Telephone Cable, includingaccessories etc as required.
373	supply of 2 pairs,0.5mm, self supporting unarmoured Telephone Cable, includingaccessories etc as required.
374	Supply of UTP cable (CAT 6), Make : D Link/Amp/Lucent
375	Main Distribution Frame - 20 pair
376	Managed LAN switch 8 port complete in all respect (Make Cisco or equivalent).
377	Managed LAN switch 24 port complete in all respect (Make Cisco or equivalent).
378	Burried Trench
379	Excavation to required width and depth (in all types of soil including rock cutting, jungle / debris clearing whever required along the cable route) filling with 150 mmsand above and below cables and good quality approved bricks (75 mm thick) covering the cables through out the trench, back filling (after cable laying), and finally compacting as per tender specification and approved drawings, including one run of warning tape.
380	300mm wide x 1000mm depth
381	600mm wide x 1000mm depth
382	1000mm wide x 1000mm depth
383	Supply, installation, testing, commissioning of 80KVA Automatic Voltage Regulator (AVR) along with suitable rating of Incomer Voltage Range 320V to 490V with MCCB and outgoing Voltage 433V,+ 3% with metallic enclosure(IP-52) & MCCB,including two nos Change Over switch(COS) of rating 250A ,AC23 duty complete in all respect.
384	Supply of rust, fire & dust proof light-weighted step ladder of Aluminium suitable for 6 Mtr street lighting poels.
385	All works relating to statutory approvals, laisioning from competent authority like Electrical Inspectorate, Renewal energy athority, signing of Power Purchase Agreement for Solar PV system, CEA, DGMS, SEB etc including carrying out of all required modifications in design / Manufacturer / Installation to meet the requirement of Indian Electricity rules and other statutory regulations in force, carrying out necessary paper work and liasion with the authorities to obtain all necessary clearances for charging of installation as per relevant national standards for all the stations. However the official fees towards the approvals shall be reimbursed by the client.
386	Sub-Total Section D
387	SECTION-E [INSTRUMENTATION WORKS ]
388	FIELD INSTRUMENTS
389	Supply of Pressure Gauges as per tender document (inclusive of supply of necessary piping materials/tubings, dampeners (if required) alongwith all necessary valves & fittings,impulse lines/manifolds as per installation standard)
390	Installation, testing and commissioning of Pressure Gauges as per tender document (inclusive of necessary piping materials/tubings, dampeners (if required) alongwith all necessary valves & fittings,impulse lines/manifolds as per installation standard)
391	Supply of Pressure Gauges alongwith Gauge Saver as per tender document (inclusive of necessary piping materials/tubings, dampeners (if required) alongwith all necessary valves & fittings,impulse lines/manifolds as per installation standard)
392	Installation, testing and commissioning of Pressure Gauges alongwith Gauge Saver as per tender document (inclusive of necessary piping materials/tubings, dampeners (if required) alongwith all necessary valves & fittings,impulse lines/manifolds as per installation standard)
393	Supply of Pressure Transmitters as per tender document (inclusive of supply of yoke, supports for impulse lines (wherever required), SS manifolds/ SS impulse lines & SS valves & fittings with supports, as per installation std. no. MEC/05/E5/SD/PT/001)
394	Installation, testing and commissioning of Pressure Transmitters as per tender document (inclusive of yoke, supports for impulse lines (wherever required), SS manifolds/ SS impulse lines & SS valves & fittings with supports, as per installation std. no. MEC/05/E5/SD/PT/001)
395	Supply ofTemperature Transmitters as per tender document (inclusive of supply of yoke, supports, etc)
396	Installation, testing and commissioning ofTemperature Transmitters as per tender document (inclusive of yoke, supports, etc)
397	Supply of Temperature Gauges with flangedthermowells inclusive of thermowell and other necessary items as per installation standard
398	Installation, Calibration,Testing &Commissioning of Temperature Gauges with flangedthermowells inclusive of installation of thermowell on the nozzle and installation of instruments as per installation standard
399	Supply of RTD with flangedthermowell inclusive of thermowell and other necessary itemsas per installation standard
400	Installation, Calibration, Testing &Commissioning of RTD with flangedthermowell inclusive of installation of thermowell on the nozzle and installation of instrumentsas per installation standard
401	Supply of RTD (Skin Type) as per tender document (inclusive of supply of mounting pad, yoke, supports, etc as per installation standard)
402	Installation, testing and commissioning of RTD (Skin Type) as per tender document (inclusive of mounting pad, yoke, supports, etc as per installation standard)
403	Supply, Installation, testing and commissioning of all the components and accessories of the LEL Detection System comprising of four nos. Controller rack, Monitoring card (in Control Panel) & LEL Detectors (in the field) as per tender document (inclusive of yoke, supports, calibration kit, etc). Cost for controller racks shall be included in the cost of LEL Sensor with controller cards
404	Supply of LEL Sensor (point type) with controller cards
405	Installation, testing and commissioning of LEL Sensor (point type) with controller cards
406	FULLY WIRED PANELS ALONGWITH ACCESSORIES
407	Design, Engineering and Supply of Fully wired TIC Panel (Free standing type, 2115 (mm) H (including 100 mm base + 15 mm anti-vibration pad) x 1200 (mm) W x 800 (mm) D) alongwith all accessories, including supply of commissioning spares with special tools and tackles as required, as per tender Document. All the signals of electrical, instrumentation, RTU/SCADA, CP, metering skid, etc. are to be interfaced through TIC Panel and necessary TBs alongwith accessories shall be provided for the same.
408	Installation, testing and commissioning of Fully wired TIC Panel (Free standing type, 2115 (mm) H (including 100 mm base + 15 mm anti-vibration pad) x 1200 (mm) W x 800 (mm) D) alongwith all accessories, including supply of commissioning spares with special tools and tackles as required, as per tender Document. All the signals of electrical, instrumentation, RTU/SCADA, CP, metering skid, etc. are to be interfaced through TIC Panel and necessary TBs alongwith accessories shall be provided for the same.
409	Design, Engineering and Supply of Fully wired Control Panel (Free standing type, 2115 (mm) H (including 100 mm base + 15 mm anti-vibration pad) x 1200 (mm) W x 800 (mm) D) alongwith all accessories including clock for time, valve auto-closure and environment temperature monitoring and Panel Mounted Instruments as indicated below, including supply of commissioning spares with special tools and tackles as required, as per tender Document but exclusive of supply of below indicated panel mounted items.
410	Installation, testing and commissioning of Fully wired Control Panel (Free standing type, 2115 (mm) H (including 100 mm base + 15 mm anti-vibration pad) x 1200 (mm) W x 800 (mm) D) alongwith all accessories including clock for time, valve auto-closure and environment temperature monitoring and Panel Mounted Instruments as indicated below, including commissioning spares with special tools and tackles as required, as per tender Document but exclusive of panel mounted items.
411	Design, Engineering and Supply of Fully wired Control Panel cum TIC Panel (Free standing type, 2115 (mm) H (including 100 mm base + 15 mm anti-vibration pad) x 1200 (mm) W x 800 (mm) D) alongwith all accessories including clock for time, valve auto-closure and environment temperature monitoring and Panel Mounted Instruments as indicated below, including supply of commissioning spares with special tools and tackles as required, as per tender Document but exclusive of supply of below indicated panel mounted items. All the signals of electrical, instrumentation, RTU/SCADA, CP, metering skid, etc. are to be interfaced through TIC Panel and necessary TBs alongwith accessories shall be provided for the same.
412	Installation, testing and commissioning of Fully wired Control Panel cum TIC Panel (Free standing type, 2115 (mm) H (including 100 mm base + 15 mm anti-vibration pad) x 1200 (mm) W x 800 (mm) D) alongwith all accessories including clock for time, valve auto-closure and environment temperature monitoring and Panel Mounted Instruments as indicated below, including commissioning spares with special tools and tackles as required, as per tender Document but exclusive of below indicated panel mounted items. All the signals of electrical, instrumentation, RTU/SCADA, CP, metering skid, etc. are to be interfaced through TIC Panel and necessary TBs alongwith accessories shall be provided for the same.
413	Panel Mounted Items (rest of the items are to be included in above panels supply)
414	Supply of Barriers cum Signal Distribution Card
415	Installation, testing and commissioning of Barriers cum Signal Distribution Card
416	Supply of Digital Indicators
417	Installation, testing and commissioning of Digital Indicators
418	FREE ISSUE ITEMS
419	SS Tube Connection, Testing and Commissioning of Gas Actuated Ball Valves (AV) /HOV including the Supply and installation of SS tubes and fittings along with supports for impulse lines (wherever required),hydraulic testing, hydraulic oil (if required), painting of supports as per std, manifold/ isolation valves, sockolets etc as required for tubing of each Valve, as per the direction of Engineer-In Chargebut exclusive of supply of Valves with actuator.
420	Testing , Commissioning , Electrical termination, calibration of Pig Signallers includingall manpower, tools & tackles, equipments, consumables, etc. required as per direction of Engineer-in-charge.
421	Testing & Commissioning of Metering Skids (alongwith Metering Panels, free issued cables, etc.) including all manpower, tools & tackles, equipments, consumables, etc. required as per direction of Engineer-in-charge. Scope also includes installation of metering panel & laying of free issued cables.
422	Installation of Junction Boxes including Supply of Junction Boxes with plugs for unused entries, supply, fabrication and installation of supports, plugging of unused entries and painting.
423	Supply of Explosionproof electrical junction boxes for 6 pair/ 12 Core cable entry
424	Installation, testing and commissioning of Explosionproof electrical junction boxes for 6 pair/12 core cable entry
425	Supply of Canopies fabricated out of powder coated MS for electronic transmitters including supply, fabrication of support and reflective painting.
426	Installation, testing and commissioning of Canopies fabricated out of powder coated MS for electronic transmitters including installation of canopy with support and reflective painting.
427	Supply, laying, testing of FRLS cables (control, signal, power, triad cables) including supply of all required cable glands (Explosion proof double compression type) and consumables like ferrules, clamps, PVC tubes, aluminium/SS tag plates etc., clamping , ferruling, glanding of the cables, termination at both ends, including shield/drain/ communication wire, providing/fixing of identifying tags and megger testing and loop testing . Supply and installation of GI pipes / Hume pipes (in road crossings, buildings, etc.) and PVC pipes (for crossing of electrical cables) is included in the scope of cable laying but exclusive of supply & erection of GI Perforated tray.
428	Supply of 1 P x 1.5 mm² (Type I), Signal Cable
429	Installation, testing and commissioning of 1 P x 1.5 mm² (Type I), Signal Cable
430	Supply of6 P x 0.5 mm² (Type II) Signal Cable
431	Installation, testing and commissioning of6 P x 0.5 mm² (Type II) Signal Cable
432	Supply of4C x 1.5 mm²- Quad Cable (Type-I) , RTD Cables
433	Installation, testing and commissioning of 4C x 1.5 mm²- Quad Cable (Type-I) , RTD Cables
434	Supply of 12C x 1.5 mm² ( Type - I ) , Control Cable
435	Installation, testing and commissioning of 12C x 1.5 mm² ( Type - I ) , Control Cable
436	Supply of 3C x 1.5 mm² , ( Type - I )Control Cable
437	Installation, testing and commissioning of 3C x 1.5 mm² , ( Type - I )Control Cable
438	Supply of 3C x 4 mm² Power Cable (Copper conductor)
439	Installation, testing and commissioning of 3C x 4 mm² Power Cable (Copper conductor)
440	Supply of RS-485 serial communication Cable (2P x 1.0 mm2, Type-II)
441	Installation, testing and commissioning of RS-485 serial communication Cable (2P x 1.0 mm2, Type-II)
442	Supply of1 TRIAD x 1.5 mm² (Type I) , Signal Cables
443	Installation, testing and commissioning of1 TRIAD x 1.5 mm² (Type I) , Signal Cables
444	Supply of 6 TRIAD x 1.5 mm² (Type IV) , Signal Cables
445	Installation, testing and commissioning of 6 TRIAD x 1.5 mm² (Type IV) , Signal Cables
446	Supply of Multi cable Transit blocks for all the cables entering in control room of all the stations
447	Installation , testing and commisioning of Multi cable Transit blocks for all the cables entering in control room of all the stations
448	Supply and erection of prefabricated perforated GI trays of thickness 2.5mmincluding tees, bends and elbows, supply, fabrication and erection of required supports and painting of supports with one coat of primer as per IS:2074 and 2 coats of finished paint including supply of paint as per std. and direction of Engineer In-Charge.
449	Supply of 60 mm wide X 30 mm high
450	Installation, testing and commissioning of 60 mm wide X 30 mm high
451	Supply of 100 mm wide X 30 mm high
452	Installation, testing and commissioning of 100 mm wide X 30 mm high
453	Supply of 200 mm wide X 30 mm high
454	Installation, testing and commissioning of 200 mm wide X 30 mm high
455	Supply of 300 mm wide X 30 mm high
456	Installation, testing and commissioning of 300 mm wide X 30 mm high
457	Excavation of trenches for burying the cables, preparation of same for laying of cable, filling with river sand, laying of brick, back filling and compacting of the excavated earth, cable route markers, etc. as per specifications including supply of sand and bricks and removal of surplus earth as per instructions of Engineer-in-Charge. Size of Trench : 600 mm (Width) X 675 mm ( Depth)
458	EARTHING
459	Supply, Laying, testing and Termination of 8 SWG G.I. Wire from earth grid to Field instruments/JBs/Control Panel (in tray and conduits as required) and 4 sq. mm. PVC insulated armoured copper cable from earth pit to the barrier earth bus bar (in trays/conduits/trenches as required).
460	Start up & Commissioning of complete terminal instruments , including all labour, test equipments and other auxiliaries as required, tagging of all the instrumentation items including cables, etc., complete in all respects as per specifications/ drawings/ directions of Engineer-in-Charge. All necessary Testing and commissioning reports, as-built drawings etc., shall also be prepared and to be submitted to the purchaser/consultant
461	Sub-Total Section E
462	SECTION-F [FIRE PROTECTION SYSTEM ]
463	FIRE ALARM & CLEAN AGENT SYSTEM
464	DESIGN, ENGINEERING, SUPPLY, HANDLING, TRANSPORTATION, INSTALLATION, TESTING & COMMISSIONING OF HIGH PRESSURE CLEAN AGENT (INERT GAS) FIRE SUPPRESSION SYSTEMClean GasFire Suppression Centralised System(Inert Gas High Pressure) complete with required accessories with main and standby bank of cylinders & each cylinder filled with Clean agent Fire extinguishing Agent (Inert Gas)as Main Bank and Standby Bank (As per NFPA 2001 &UL Listed / FM / VDS / LPCB approved) with Pressure Switch & Locking Device, Discharge Nozzlesdesigned to provide the proper flow rate and distribution of Clean Agent to total flood the hazard area: 180 deg. / 360 deg. ( As per NFPA 2001 &UL Listed / FM / VDS / LPCB approved ),ASTM A106 Gr. BPiping, fittings & supports, etc. , Manifold fabricated from seamless pipe, A106 Gr. B having inlets with supports etc. with activation through intelligent addressable Fire Detection and Alarm System panels after receiving signals from detectors, response indicators etc. all complete supply as per approved scheme & MECON TS No. MEC/TS/05/21/081/06 and instructions of Engineer-in-charge. The bidder shall include mandatory spares as described in PJS along with recommended list of spares required for 2 years trouble free operation.Inert gas shall be used as Clean Gas Agent.Complete work of supply, installation, testing, commissioning includes Handling including lifting and transportation from Owner\"s / Contractor\"s own storage yard to work site and inspection charges, installation, testing, commissioning & handing over in accordance with relevant Specifications & relevant Data Sheets indicated in PJS, scope of work, SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT. The areas of rooms to be protected are listed below:
465	Control Room building as per enclosed drawing ofsize 19m X6 m comprising Instrumentation, Scada / Telecom Room of size 7m X 6m X 4m (h),Electrical Room of Size7m X 6m X 4m (h) & Battery Room of Size 5m X6m X 4m (h).
466	Note - 1. Design shall be done based on largest room size with provision to discharge gas in affected room through directional valves including Room void, Ceiling Void & Floor void/ Cable trenches. Balancing of gas discharge in rooms shall be done keeping in NOAEL level as per NFPA2001.
467	DESIGN, ENGINEERING, SUPPLY, ERECTION, TESTING & COMMISSIONING OF FIRE DETECTION & ALARM SYSTEM FOR CONTROL ROOM BUILDINGIntelligent addressable Fire Detection and Alarm System with fire alarm cum gas release panels which will also have provision to receive signals from LHD system in cable trenches, detectors, response indicators, cabling , cable trays, manual gas release switch , manual gas abort switch, hooter with flasher, manual call pointsetc. all complete as per approved scheme & enclosed drawings. Work shall be carried out as per MECON TS No. MEC/TS/05/28/081/11 & enclosed drawing. Manual call points shall be installed at strategic operating locations.Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work, SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT.Handling including lifting and transportation from Owner\"s/ Contractor\"s own storage yard to work site and installation & commissioning of FIRE DETECTION & ALARM SYSTEM including performance testing of the system, painting etc. supply of all consumables, manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of Engineer-in-charge including servicing/ cleaning wherever required. The area of control room buildings to be protected are listed below:
468	Control Room building as per enclosed drawing ofsize22m X 6 m comprising Instrumentation, Scada / Telecom Room of size 7m X 6m X 4m (h),Electrical Room of Size7m X 6m X 4m (h) ,Battery Roomof Size 5m X 6m X 4m (h) & Fire fighting Room Size3m X 2.75m X 2.7m (h)
469	DESIGN, ENGINEERING, SUPPLY, INSTALLATION, TESTING & COMMISSIONINGOF LINEAR HEAT SENSING CABLEDesign, supply, installation & commissioning of Linear Heat sensorsfor cable trenches & below false flooring comprising of linear type heatsensor cable, integration with smoke detectors & fire alarm cum gas release panel all complete as per approved scheme & enclosed drawing. Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in PJS, scope of work, SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT. LHS shall be of Following spec. - LHS shall be used for detecting heat from a fire over its entire length. The sensor cable shall consist of a twisted pair of copper coated steel conductors covered by a temperature sensitive insulation. The LHS shall be UL/FM/LPCB/VDS approved and shall be designed for open area as well as proximity detection. LHS shall be compatible with any fire control panel that is capable of accepting contact closure type initiating devices.Linear Heat Detection System shall be used for effective activation of a warning or alarm signal indicating a condition of excessive heat or fire. In this system, each discrete addressable LHS cable zone shall report an individual alarm to the addressable fire control panel.The detector unit shall send fault signal when the LHS is damaged (Cut or damaged).The detector specification shall be as follows:-Rated Activation Temperature Tolerance : ± 5% - Temperature Rating : 68 deg C- Min. Installation operating temperature : 5`C- Application : Indoor/Outdoor - Outer Jacket Material: PVC -Conductor Material: Tinned copper clad steel- External Diameter Typical : 0.15\" nominal (3.8 mm nominal)- Conductor Diameter: 0.035\" nominal (.89 mm nominal)-Outer sheath Thickness : 0.020\" nominal (0.5 mm nominal) - Tensile Strength: 245K PSI/Conductor- Bend Radius (Minimum) : 2.5 inches (63.5 mm)- Weight nominal per length : 0.016 lbs/ft (24 grams/m)- Conductor Resistance at 20 °C (max) : 0.058 ohms/ft 2 conductorThe parameters as mentioned against each requirement are indicative and bidder has to submit the data sheet of LHS for approval of MECON during detailed engineering. Qty. of LHS shall be considered as per approved engineering drg. The areas of cable trenches/below false flooring to be protected are listed below:
470	Control Room building as per enclosed drawing ofsize 24m X 8 m comprising Instrumentation, Scada / Telecom Room of size 7m X 6m X 4m (h),Electrical Room of Size7m X 6m X 4m (h) & Battery Room of Size 6m X 4m X 4m (h).
471	SUPPLY, INSPECTION, LAYING, TERMINATION & TESTING OF FRLS CABLESSupply, inspection, laying, termination with fire alarm panel & testing of FRLS cables in control room for AC tripping, all required cable glands (Explosion proof double compression type) and consumables like ferrules, clamps, lugs, sleeves, aluminium/SS tag plates etc., clamping , ferruling, glanding of the cables, termination at both ends, including shield/drain, providing/fixing of identifying tags and megger testing and loop testing.
472	2 core 1.5 Sqmm copper cable
473	HAND APPLIANCES
474	CO2 TYPE FIRE EXTINGUISHERSSupply & Installation of CO2 type fire extinguishers with steel cylinder with dischange valve as per MECON TSno. MEC/TS/05/28/081/25 and conforming to IS:15683. Extinguisher shall be painted with red enamel paint.(100 % Spare for CO2 cartridge is to be supplied along with extinguishers)Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work,SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT
475	Capacity4.5 kg.
476	Spare CO2 cartridges for 4.5Kg CO2 extinguisher
477	DRY CHEMICAL POWDER TYPE FIRE EXTINGUISHER Supply & Installation of Dry Chemical Powder type fire extinguisheras per IS: 15683-2006 & MECON TS no. MEC/TS/05/28/081/26 suitable for inverted operation with anticorrosive treatment and hydraulically tested to a pressure of 25 kg/ sq.cm . Extinguishers externally painted with red enamel and fixed to wall with brackets complete with internal charge and spanner complete. (50 % Spare for DCP cartridge is to be supplied along with extinguishers)Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work,SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT
478	9 Kg Capacity
479	Spare DCP cartridges for 9Kg DCP extinguisher
480	CLEAN AGENT TYPE FIRE EXTINGUISHERProviding & fixing clean agent type fire extinguisher suitable for inverted operation with anticorrosive treatment and hydraulically tested as per NFPA 2001. The product should be UL /LPCB/VDS/FM listed. The gas shall be stored at a pressure of not less than 15 bar and range shall be 2-5 meter.
481	2.5Kg Capacity
482	FIRE BUCKETSSupply and installation of galvenised steel set of4 fire buckets (9 Ltrs. Cap) as per technical specification no. MEC/TS/05/28/081/03 and confirming to IS: 2546-1974 RA2000 & MECON TS No MEC/TS/05/28/081/03. Buckets shall be painted with red enamel paint and fixedto suitable location . Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work,SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT
483	SAFETY EQUIPMENTS
484	SUPPLY OF FIRST AID & SAFETY EQUIPMENTComplete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work,SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT
485	Electrical Siren( 1 Km range) IS:1941-1976-RA2002 (Part 1)
486	Hand operated sirenIS-6194-1971 RA- 2006
487	Safety Helmet with GAIL Logo - IS-2925-1984 RA2000
488	Stretcher with blanket- IS-4037-1967 RA-2001.
489	First Aid Box
490	Rubber Hand GlovesIS-4770 –1991 RA-2001
491	Cotton Hand Gloves
492	Red & Green flag for fire drill
493	Portable Gas Detectors
494	Explosive meter
495	Safety tocrh
496	Trolley to carry the above items nozzles & branch pipes etc.
497	Ear Muff
498	Ear Plug
499	Fire Proximity Suit
500	Resuscitator
501	Self contained breathing apparatus with one spare cylinder (30 min. capacity)
502	PCV Suit
503	Water Jel Blanket
504	Sub-Total Section F
505	Total of Section A + B + C + D + E + F
506	GST (CGST&SGST/UTGST or IGST) in percentage (%) on Total of SectionA + B + C + D + E + Fabove

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