Construction Of New Technology Centre Construction Of New Technology Centre At Vallam-Vadagal , Sriperumbudur , Tamil Nadu, Sriperumbudur-Tamil Nadu

TDR : 23266789

Tender Notice
Corrigendum Details
BOQ

Expired

Sriperumbudur , Tamil Nadu

Tender Brief : Corrigendum : Construction Of New Technology Centre Construction Of New Technology Centre At Vallam-Vadagal , Sriperumbudur , Tamil Nadu

Document Fees
Refer document

EMD
₹ 21000000.0 /-

Tender Value
₹ 105 Crore /-

Submission Date
25-05-2020

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	02-04-2020	As per mail request from - TIA	Date	25-05-2020
2	28-03-2020	As per mail request from TIA	Date	25-05-2020
3	13-03-2020	Addendum	Date	13-04-2020
4	20-02-2020	Addendum Corrigendum of Critical Dates	Date	27-03-2020
5	07-02-2020	Extension of Bid Submission Date	Date	06-03-2020

Name of Work: Construction of New Technology Centre at Sriperumbudur, Tamilnadu.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	0.001	PREAMBLE
2	0.002	GENERAL
3	0.003	All the rates for earthwork, piling works etc. shall include all kinds of necessary dewatering for successful completion of works using approved means and as directed by Engineer-In-Charge, including disposing off of the water as directed.
4	0.004	Section-VII: Works Requirement shall be read along with BOQ for scope, mode of measurements and other conditions.
5	0.005	Contractor shall provide and maintain Field Laboratory in a satisfactory manner till the completion of work to ensure site control on quality of materials and the works and shall strictly comply with provision of Indian/ International Standards at no extra cost. All other regular tests including requisite materials shall be carried out as directed either at approved laboratory or at site at no extra cost.
6	0.006	The dimensions shown in the drawings shall have to be verified by the contractor at site before execution of the items and necessary allowance's have to be made as per the actual dimensions available at site.
7	0.007	The quantity and rates mentioned in the Bill of Quantities shall be applicable anywhere in the MSME-Sriperumbudur premises.
8	0.008	All pre-fabrication works wherever possible shall be carried outside the Employer's premises, only assembling and finishing work will be allowed within the Site.
9	0.009	Items of work provided in this schedule but not covered in the specifications shall be executed strictly as per instructions of the Project Manager.
10	0.01	Unless specifically mentioned in the contract document, the tenderer shall quote for the finished items and shall provide for the complete cost towards labour, materials, plant and machinery, operational costs, necessary safety measures, levies, taxes, royalty, octroi / LBT transport, repairs, rectification, maintenance till handing over to Owner, revenue expenses, contingencies, overheads, profits and all incidental items not specifically mentioned but reasonably implied and necessary to complete the works according to the contract.
11	0.011	The quantities of the various items mentioned in the schedule of items are approximate and may vary up to any extent or may not be executed altogether. The quoted rates of each item shall remain firm as long as mentioned in the conditions under this contract. The contractor, in his own interest, should get an indication of the probable extent of the work to be executed under any particular item in this schedule, before undertaking any preliminary and enabling work or purchasing bought out components related to the work.
12	0.012	Project Manager's decisions shall be final and binding on the contractor regarding clarifications of items in this schedule with respect to the other sections / parts of the Contract.
13	0.013	The rates quoted shall be inclusive of all mock-ups, associated samples prior to any mass production or procurement as per complete satisfaction of the Project Manager including dismantling, demolishing and carting away the material and making good of the surface.
14	0.014	The rate to include barricading the ducts, openings, if any, by providing 20 gauge MS/Aluminium Jalli at those locations.
15	0.015	Any fault that occurs during the time of production, shifting or installation of finished materials, the same should be replaced with good one as per the instruction from Project Manager.
16	0.016	For pile boring, Direct mud circulation (DMC) or Bailer and chisel technique has been considered in BOQ.\nIf any other approved method is used by contractor, the same shall not be paid extra and shall be paid as per the item rates of DMC or Bailer and chisel technique method only.
17	0.017	If any item to be executed is not present in the specific section but available in other section of BOQ, then same item from other section shall be operated. No extra shall be paid under these circumstances.
18	0.018	Unless otherwise explicitly mentioned, Portland Pozzolana Cement (PPC) shall be used.
19	0.019	The abbreviations used in the Specification and Bill of Quantities shall be read as follows :
20	0.02	INR :- Indian Rupees
21	0.021	IS :- Indian Standard
22	0.022	IRC : - Indian Road Congress
23	0.023	EIC :- Engineer In Charge
24	0.024	A.S.T.M :- American Society for Testing and Materials
25	0.025	A.W.S :- American Welding Society
26	0.026	MM or mm :- Millimetre /s
27	0.027	CM & cm :- Centimetre /s
28	0.028	RM (rm) / RMT (Rmt) / m :- Running metre /s
29	0.029	KG (kg) :- Kilogram /s
30	0.03	Tonne/t/M.T. :- Metric ton/s (1000 Kilogram's)
31	0.031	Dia./ dia. :- Diameter
32	0.032	Sq.m. / sqm :- Square metre
33	0.033	Cu.m / cum :- Cubic metre
34	0.034	Cu.Ft.:- Cubic feet
35	0.035	Lit., L :- Liters
36	0.036	No.:- Number/s
37	0.037	Qty.:- Quantity
38	0.038	L.S :- Lump sum.
39	0.039	Drg.No. :- Drawing number
40	0.04	PCC:- Plain Cement Concrete
41	0.041	RCC:- Reinforced cement concrete
42	0.042	HSD:- High Yield strength Deformed bars.
43	0.043	M.S. / MS :- Mild Steel
44	0.044	CRS:- Corrosion resistance steel.
45	0.045	CTD:- Cold Twisted Deformed steel.
46	0.046	TMT :- Thermo Mechanically Treated Bars
47	0.047	EXCAVATION
48	0.048	Rate shall include the Clearing and Grubbing of the fill area including, removal of shrubs, plants and stumps, disposal of rubbish / excavated stuff to contractor's own disposal area, watering, compaction etc. complete.
49	0.049	The rate for excavation shall include carting away the debris, pieces of rock, earth etc. to the dumping ground for all lifts and leads (Inside the premises as per the instruction or Outside the site premises with the permission / NOC of local statutory authority.)
50	0.05	The rates shall include all kinds of dewatering with approved means and as directed by Engineer-In-Charge, including disposing off of the water as directed.
51	0.051	All excavation and backfilling shall be measured net. All type of excavation and backfilling shall be measured up to P.C.C. line only. The Contractor shall excavate additional minimum 600 mm on all directions, beyond PCC line, to facilitate working allowance for the works like waterproofing, painting etc as per IS 1200 (Part 1) - 1992, clause 4.2.5.1. No extra payment shall be made towards this additional excavation.
52	0.052	The rate for excavation shall include for shoring the sides or trenches with approved timber/steel accessories wherever necessary to prevent the sides from falling including bailing or pumping out of water (naturally occurring water met with while excavating the pits) if found necessary. If there are any shrubs, bushes, trees etc., are to be removed, roots of the trees should be removed for minimum depth 1.5m. All these materials shall be neatly stacked at site and to be handed over to the Employer.
53	0.053	Boulders which may be encountered in the excavations and which can be removed by crow bars/bucket of poclain excavator from the parent-matrix shall be removed and shall form part of this item and no separate payment shall be made towards the same.
54	0.054	Contour level to be taken jointly before starting any excavation/ filling at every 3 / 5 meter grids.
55	0.055	Should contractor excavate to a greater depth or width than shown on the drawing or instructed by Project Manager, the contractor shall fill the same at his own expense in such greater depth or width of excavation with Plum concrete as described for foundation by Project Manager and no separate payment shall be made towards the same.
56	0.056	Tree cutting and disposing of the trees (if any) to be done as per Project Manager's instructions.
57	0.057	The excavated material, as directed by Project Manager, shall be retained at the locations within the site or disposed off outside the plot boundary in the approved dump yard of Local Municipal Authority or any other place. The rate of excavation includes cost of all necessary licences, Royalty charges and permissions from appropriate authorities and the owner for the disposing the unsuitable earth/material.
58	0.058	Contractor shall take all necessary steps to ensure that the temporary soil retention system (touching piles, diaphragm wall or any other shoring system) is not damaged or disturbed during the excavation activity. In case any damages occurred, the Contractor shall make good such damages during the progress of the work at his own cost.
59	0.059	The final approved founding strata shall be left absolutely clean by removing loose, slushy soil, murrum and weathered rocks with necessary tools & tackles, cleaning the surface by wire brush and carting away the debris, dewatering to keep site dry at all times till laying and curing of PCC etc. are all complete to the approval of Project Manager.
60	0.06	The rate of excavation are inclusive of providing and maintaining in good condition, barricading all along excavated pits with minimum 75 mm dia bullies of 2 m height with signs of DANGER on it.
61	0.061	REINFORCED CEMENT CONCRETE
62	0.062	The items mentioned in the Price Schedule / BOQ are applicable to any part, any structural / civil component to be constructed under this scope and contract and the same are not limited to buildings only.
63	0.063	No additional payment shall be made for extra cement usage in the design mix for concrete from batching plant at site.
64	0.064	All concrete shall be machine mixed and machine vibrated.
65	0.065	All concrete shall be controlled Mix Concrete.
66	0.066	The rates shall be inclusive of everything necessary required for delayed pour.
67	0.067	For shuttering, all props shall be adjustable steel props
68	0.068	STRUCTURAL STEEL WORKS
69	0.069	Contractor shall carryout Die penetration Tests on 10% of total fabricated structural steel to ensure weld quality.
70	0.07	DEMOLITION AND DISMANTLING WORKS
71	0.071	Demolished materials shall be segregated based on their type and shall be used within the site for various purposes such as filling in landscape mounds, backfilling, reusing steel reinforcement for non structural works such as curbing etc. Rest of the segregated debris shall be sold for backfilling/ any other reuse offsite. Contractor shall produce the challans of the debris sold out offsite.
72	0.072	While carrying out demolition / dismantling works and disposing off the debris, special due care shall be taken towards safety. The owner and the consultants shall be indemnified from all liabilities.
73	0.073	MASONRY
74	0.074	Rates quoted for all items shall include the cost of the following :
75	0.075	a) All scaffolding, ladders, platforms, staging and plant required in the execution of work to any height and depth
76	0.076	b) Hacking and Roughening of concrete or other surface in contact with masonry for bond.
77	0.077	c) Raking cut joints to 12mm depth for plastering and pointing
78	0.078	d) Levelling up and preparing top of masonry for Damp proof course
79	0.079	e) Hold fasts, bolts and such other inserts as directed by the Project manager
80	0.08	f) Keeping the masonry work well wetted for two weeks or as directed by the Project manager
81	0.081	g) Work at all heights, levels, depths, unless otherwise specified
82	0.082	h) Providing through bond stones at every 1.0 m apart in each coarse in stone masonry
83	0.083	i) Curved, straight and inclined masonry works
84	0.084	j) Soaking of bricks in water for minimum period of 60 minutes so that the entire brick is soaked in water
85	0.085	k) Cost of all materials, transport to site and labour
86	0.086	l) An pipe fittings and specials, spouts, hold fasts and other fixtures which are required to be built into the walls shall be embedded, as specified, in their correct position as the work proceeds unless otherwise directed by the Project Manager.
87	0.087	m) Building in ends of beams, joists, slabs, lintels, sills, trusses etc..,
88	0.088	n) Stones used for UCR masonry shall be granite trap and/or basalt unless otherwise specified
89	0.089	o) Provision to be made for cut-outs (Openings for sanitary, electrical, fire fighting or any other services) and after completion of the services work, all the cut-outs and openings to be made good, matching the surroundings
90	0.09	p) Solid / Hollow block shall conform to IS : 2185.
91	0.091	PLASTER AND FINISHING
92	0.092	The Plaster shall be of sufficient thickness to fill up all undulations in the surfaces of masonry and to provide a true surface for wall/ceiling plaster. Special care shall be taken to soak the walls before applying the plaster and finishing the surface of plaster to ensure uniform texture and free from air cracks. Before starting the work sufficient Number of button marks shall be done to plumb and level to achieve uniform finish.
93	0.093	All External Windows shall be finished to slope outwards and not less than 1 in 48. The exterior shall be finished as per sample approved, by wooden float but the interior shall be as per sample finished smooth.
94	0.094	The contractor shall make good all the grooves, pockets etc. after the scaffolding is removed.
95	0.095	The rate for all types of plaster given below should be inclusive of the following items
96	0.096	a) Forming of drip mould/ bands, grooves of sizes as required etc,. Wherever grooves are to be provided horizontally/ vertically for in accordance with the drawings.
97	0.097	b) Cost of All material and labour
98	0.098	c) Hacking concrete surfaces to be plastered or rendered
99	0.099	d) Preparation of surfaces by raking out joints, wetting the surface etc.,
100	0.1	e) Work at all heights, levels and situations.
101	0.101	f) Washing floors, cleaning glass and leaving premises clean and tidy after the plastering is done. Disposing off the debris outside the site
102	0.102	g) Curing of the plaster works.
103	0.103	h) Providing necessary scaffolding, ladder, platform for any height and depth and removing the same after the work is completed.
104	0.104	i) Neat finishing of junctions of plaster and skirting
105	0.105	j) Screening and washing approved fine aggregates
106	0.106	PAINTING / FINISHING
107	0.107	Paint shall be applied as per the specification and to Manufacturer’s specification and instructions.
108	0.108	The quoted rate shall include curing, protecting the painted surface and adjacent work, and thoroughly cleaning of the premises.
109	0.109	Paint shall be ready mixed and of premium quality of the approved brand and manufacturer. The paint shall generally conform to the chemical composition and other characteristics laid down in the relevant Indian standard specification. It is desired that materials of one manufacturer only shall be used as far as possible and paint of one shade be obtained from the same manufacturing batch. All paints shall be subjected to analysis from random samples taken at site from the painter’s bucket, if so desired. Any materials found not conforming to the relevant specification shall have to be removed by the Contractor from the site at no extra cost.
110	0.11	All primer coats shall be compatible to the material of the surface to be finished as well as to the finishing coats to be applied.
111	0.111	All coats shall be thoroughly dry before being sand papered or before the succeeding coat is applied. Coats of painting as specified are intended to cover surfaces perfectly. In case the surface is not covered properly by applying the specified number of coats, further coats shall be applied by the Contractor when so directed by the Project Manager at no extra cost.
112	0.112	Painting shall be done by skilled labourers in a workman like manner. All materials shall be evenly applied so as to be free from sags, runs, crawls, or other defects. All coats shall be of proper consistency and shall be well brushed out, so that no brush marks are visible, except varnish and enamels which shall be uniformly flowed on. The brushes shall be clean and in good condition before application of paint.
113	0.113	Net surface area of the painting/ finishing works shall be measured for the payment. No any painting coefficient shall be applicable for any type of paint.
114	0.114	The rate to include the following:
115	0.115	a) All surface preparation, suitable number of base coats required, primers and suitable finishing to the complete satisfaction of the Engineer in Charge.
116	0.116	b) Scaffolding and all leads and lifts
117	0.117	c) Proper curing in between the two subsequent coats
118	0.118	d) Touch ups to the paint after the scaffolding is removed
119	0.119	e) Minimum Guarantee of TEN Years for all external paints on requisite stamp paper
120	0.12	f) Any splash or spray of paint shall be removed immediately after painting work. All doors and windows or any other area which is not to be painted shall be protected by suitable tape with paper. All this material shall be removed disposed without damaging the painted surface.
121	0.121	LANDSCAPING
122	0.122	The Contractor will have to provide the following items at no extra cost to Employer:
123	0.123	The Contractor will supply and install 3.0 metres high barricades for safeguarding landscape development area and works, as indicated in the drawing. He may also install the barricades in the landscape development area according to his own understanding if he feels that any part of the landscape area is bound to be damaged for any reason, after taking prior permission from the Employer/ Employer’s Representative.
124	0.124	The Contractor will supply, install and maintain at his own cost, the watering system for the landscape, which will take care of the requirement for particular plants, save water and does not waste water, including any requirements specified by the Landscape Architect appointed by contractor. He will give full details of the layout, size of the pipe with watering attachment hose details. All equipment must conform to international standards and / or Indian Standards if available. The design of the irrigation system has to be approved by Employer/ Employer’s representative.
125	0.125	All equipment required for development shall be made available by Contractor, and its maintenance shall be his responsibility. This includes Tagara, Phawdas, Hose Pipes, Ground Roller, Manual and/or Electric lawn Mowers, Sprinklers, etc.
126	0.126	Contractor will ensure that all plants remain free of diseases, pests, etc during development and maintenance periods. The contractor shall, without any additional charge renew any dead or defective plant material and shall fully maintain including watering, de-weeding etc. of the whole landscape as mentioned above.
127	0.127	The Contractor shall maintain Nursery at his own cost at designated locations as shown in the drawing or at a suitable location within the plot as directed by Employer/ Employer's Representative. The Nursery will be fenced with gates for protection from cattle. The area of Nursery will be approximately 5000sqm. The item would include construction and maintenance of Green Houses if required.
128	0.128	Contractor shall follow pre construction and during construction soil erosion control measures as per the NBC Part 10, section 1, Chapter 4 – Protection of Landscape during Construction.
129	0.129	The contractor in co-ordination with the Employer as applicable shall ensure conservation and storage of top soil: Topsoil shall be stripped to a depth of 200 mm from areas proposed to be occupied by buildings, roads, paved areas and external services. It shall be stockpiled to a height of 400 mm in designated areas and shall be re-applied to site during plantation of the proposed vegetation. Topsoil shall be separated from sub-soil debris and stones larger than 50 mm diameter. The stored topsoil may be used as finished grade for planting areas. It is the landscape contractor’s responsibility to conserve top soil that is not disturbed by the civil contractor.
130	0.13	The Contractor shall:
131	0.131	I. Furnish the source of top soil to Employer/ Employer’s Representative.\nII. Study the soil report provided with the tender document, providing soil details such as pH, alkalinity, total soluble salts, porosity, sodium content and organic matter. Ref. Soil Test Report\nIII. Use the restored soil at site for landscape purpose, manure mixture, Neemcake, weedicide shall be added if required.\nIV. Not consider any external soil source unless the existing soil conserved from site is lacking in quality and/or quantity.\n
132	0.132	Soil Analysis for Top Soil fertility determination
133	0.133	To determine the fertility of top soil for conservation, soil investigation shall be carried out by an NABL accredited laboratory. \nAdequate number of test samples of soil from a depth of 10-200mm below ground level shall be collected from at least 5 representative locations from site, preserved and transported (as per standard procedures specified by the laboratory) carefully to the laboratory for carrying out necessary tests. \nAll relevant Indian Standards for sampling and conducting laboratory tests shall be followed. \nThis soil samples shall be analyzed to determine soil type, texture, total organic content, pH, extractable nutrients such as nitrogen, phosphorus, potassium, salinity, cation exchange capacity, % base saturation and extractable heavy metals. \nThe soil analysis report from the laboratory shall also include a statement on the fertility and suitability of the soil for plant growth based on the analysis, in addition to the test results. \n
134	0.134	Top Soil conservation
135	0.135	Top soil shall be removed for conservation to a depth of 200 mm (not more than 400 mm) and shall be separated from subsoil debris and stones larger than 50 mm diameter. \nIt shall be stockpiled to a height of 400 mm in designated areas. The stockpiled topsoil shall be protected from erosion during storage by installing earthen berms/solid walls, temporary seeding (using native grass), covering with mulch or plastic, etc. \nThe topsoil shall be protected with sand bags/solid walled enclosures (2 feet high) on all sides for containment. \nAppropriate drainage channels shall be dug around the storage area to prevent flooding of the top soil storage area. \nThe top soil shall be reapplied to site during plantation of the proposed vegetation as finished grade for planting areas. \nSeeding will take place immediately after respreading topsoil and decompacting, unless timing is inappropriate (for e.g., not in mid-summer).
136	0.136	The contractor to identify erosion prone areas on site and protect them from construction activities throughout the construction period. Prevent / mitigate the disturbances caused to site due to construction activity.
137	0.137	The contractor shall execute a sedimentation and erosion control plan that conforms to the best management practices highlighted in the National Building Codes of India (NBC) Part 10, section 1, Chapter 4 – Protection of Landscape during Construction. This standard describes two types of measures that can be used to control sedimentation and erosion. Stabilization measures include temporary seeding, permanent seeding and mulching. Structural control measures include earth dikes, silt fence, sediment trap, and sediment basin. All of these measures are intended to stabilize the soil to prevent erosion.
138	0.138	The erosion and sedimentation control plan must be approved by Employer/ Employer’s Representative and the erosion sedimentation control plan must be maintained throughout the execution period.
139	0.139	The contractor shall execute measures of protection and preservation of existing landscape on site during entire construction time.
140	0.14	Design, execute and maintain a temporary storm water management layout for the duration of construction activity. The storm water management layout should conform to National Building Codes of India (NBC) Part 10, section 1, chapter 4 – Protection of Landscape during Construction.
141	0.141	Contractor should take measures to prevent entry of any soluble/ insoluble construction waste to enter the water table/ water ways/ ravines on site.
142	1	1 )ARCHITECTURAL WORKS
143	1.001	1.1 )PLASTER WORKS
144	1.002	1.1.1 )External Wall Plaster
145	1.003	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.		18881	sqm
146	1.004	1.1.2 )Internal Wall Plaster
147	1.005	1.1.2.1 )12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand)		36442	sqm
148	1.006	1.1.3 )Forming groove of uniform size from 10 to 15mm x 6 mm (one even size) in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden/ PVC battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer.		6500	meter
149	1.007	1.1.4 )Cement Putty
150	1.008	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.		36442	sqm
151	1.009	1.1.5 )Ceiling Plaster
152	1.01	6 mm cement plaster of 1:3 of Mix 1:3 (1 Cement:3 fine sand)		12253	sqm
153	1.011	1.1.6 )Providing & Fixing chicken wire mesh / wired fabric (12.5mm x 24 SWG) in strips of 200 mm widths or as required over junctions between concrete & brick / block masonry at all heights and locations prior to plastering including drilling, nailing etc complete as directed by Engineer In Charge. \n		5580	sqm
154	1.012	1.1.7 )Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers		1710	Per bag of 50 kg cement used in the mix
155	1.013	1.1.8 )Extra for plastering on circular work not exceeding 6 m in radius
156	1.014	1.1.8.1 )In two coats		400	sqm
157	1.015	1.1.8 )Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.		5584	sqm
158	1.016	1.2 )FLOORING, SKIRTING AND DADO WORKS
159	1.017	1.2.1 )Kota Flooring
160	1.018	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) :\n25mm thick		4657	sqm
161	1.019	1.2.2 )Kota stone Tread Risers
162	1.02	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing, including pre finished nosing in treads of steps of Kota stone complete.		1465	sqm
163	1.021	1.2.3 )Marble Stone Flooring
164	1.022	Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :
165	1.023	Udaipur green marble		101	sqm
166	1.024	1.2.4 )Granite Stone Flooring
167	1.025	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent		4653	sqm
168	1.026	1.2.5 )Granite Stone Tread Risers
169	1.027	Providing and laying Polished Granite stone flooring in risers of steps, skirting, dado and pillars with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing ,including prefinished nosing in treads of steps & using single length up to 2.00 metre. Etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent		572	sqm
170	1.028	1.2.6 )Granite stone Wall Cladding
171	1.029	Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.\n8mm thick Granite of any colour and shade		12	sqm
172	1.03	1.2.7 )Vitrified Tile Flooring
173	1.031	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
174	1.032	Size of Tile 600x600 mm		4032	sqm
175	1.033	VOID
176	1.034	1.2.8 )Ceramic Tile Dado
177	1.035	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.		5946	sqm
178	1.036	1.2.9 )Access/ False Floor
179	1.037	Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment up to 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of :
180	1.038	a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mm x 75mm x 3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment up to 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug.
181	1.039	b) S tringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-incharge.
182	1.04	c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip non-combustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology up to 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product.
183	1.041	450 mm Finished Floor Height (FFH).		80	sqm
184	1.042	1.2.10 )Wooden Flooring
185	1.043	25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws, polishing complete with :
186	1.044	Second class teak wood		296	sqm
187	1.045	1.2.11 )Granite Kitchen/ Basin Platforms
188	1.046	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.\nGranite of any colour and shade:
189	1.047	Area of slab over 0.50 sqm		413	sqm
190	1.048	1.2.12 )Granite Facia/drops
191	1.049	Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width up to 150 mm with epoxy resin based adhesive, including cleaning etc. complete.		361	metre
192	1.05	1.2.13 )Extra For cut-out for Sink
193	1.051	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.		30	each
194	1.052	1.2.14 )Urinal Partitions
195	1.053	Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
196	1.054	Granite Stone of approved shade		34	sqm
197	1.055	1.2.15 )Epoxy Flooring
198	1.056	Providing and applying antifungal self levelling 3mm EPU ( epoxy-polyurethane) toping system including coving at floor wall junction, necessary surface preparation by cleaning and de-dusting. The System shall be executed in three stages, firstly by applying a solvent free epoxy primer which has a volumetric ratio of mixing @ 200 microns dft, then laying 1.8mm self levelling epoxy based screed and finally applying a solvent free EPU ( epoxy-polyurethane), self levelling coating to yield a dft of 1000 microns. The EPU coating shall be a two component with volumetric ratio of mixing. No fillers shall be added at the site while laying the self levelling EPU including Aisle or zone marking in different colours etc. complete as directed & approved by Engineer In-Charge.		3150	sqm
199	1.057	1.3 )PAINTING WORKS
200	1.058	1.3.1 )OBD
201	1.059	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :
202	1.06	New work (two or more coats) over and including water tinnable priming coat with cement primer		13025	sqm
203	1.061	1.3.2 )Premium Acrylic Emulsion Paint
204	1.062	Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
205	1.063	Two coats		36340	sqm
206	1.064	1.3.3 )Synthetic Enamel Paint ( Low VOC)
207	1.065	Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
208	1.066	Two coats		156	sqm
209	1.067	1.3.4 )Weatherproof Exterior Paint
210	1.068	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :
211	1.069	New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)		18233	sqm
212	1.07	1.3.5 )Textured Paint
213	1.071	Finishing walls with textured exterior paint of required shade :
214	1.072	New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm		156	sqm
215	1.073	1.3.6 )Cement Paint
216	1.074	Finishing walls with water proofing cement paint of required shade :
217	1.075	New work (Two or more coats applied @ 3.84 kg/10sqm)		121	sqm
218	1.076	1.3.7 )Epoxy Paint
219	1.077	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.
220	1.078	On steel work		540	sqm
221	1.079	1.3.8 )Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.
222	1.08	1.3.8.1 )With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre		36340	sqm
223	1.081	1.3.8.2 )VOID
224	1.082	1.3.8.3 )With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre		46	sqm
225	1.083	1.4 )FALSE CEILING, PARTITION, WALL LINING ETC.
226	1.084	1.4.1 ) 12.5 mm Glass Reinforced Gypsum (GRG) board
227	1.085	Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c,		695	sqm
228	1.086	including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering up to 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cut-outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :\n12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks)
229	1.087	1.4.2 )PVC Laminated Gypsum Tiles
230	1.088	Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \"T\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross \"T\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \"T\" at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross \"T\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \"T\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. \n		3930	sqm
231	1.089	12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.
232	1.09	1.4.3 )Wall Wooden Panelling
233	1.091	Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with :
234	1.092	Decorative veneer facings of approved manufacture		149	sqm
235	1.093	1.4.4 )wooden Frame Work for Panelling
236	1.094	Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete.
237	1.095	Kiln seasoned and chemically treated hollock wood		2	cum
238	1.096	1.4.5 )Providing , fabricating ,assembling,& fixing in position aluminium partitions
239	1.097	1.4.5.1 )Alu. Framing for Partitions
240	1.098	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) , \nPolyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)		1350	kg
241	1.099	1.4.5.2 )Alu. Framing for Doors
242	1.1	For shutters of doors, including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).\nPolyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)		600	kg
243	1.101	1.4.5.3 )Glazing in partition & Doors
244	1.102	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item).		490	sqm
245	1.103	1.4.5.4 )Prelaminated Particle Board
246	1.104	Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling bottom fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.\nPre-laminated particle board with decorative lamination on both sides		185	sqm
247	1.105	1.4.5.5 )Hydraulic Floor Spring for Doors
248	1.106	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight up to 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge: \nwith stainless steel cover plate minimum 1.25 mm thickness		12	each
249	1.107	1.4.6 )Modular toilet Partitions: Providing & fixing in position 12mm thick High Pressure laminated Toilet cubicles of Size 1100mm(w)X1500mm(L)x 2100mm(Ht),door size 610mm(w)X1925mm( Ht) with SS legs including all necessary hardwares of SS304 & SS door nob, SS privacy thumb, SS Coat Hook, Door Stopper.		55	sqm
250	1.108	1.5 )DOORS, WINDOWS, GLAZING, CLADDING, FAÇADE ETC.
251	1.109	1.5.1 )Wood Work For Frames
252	1.11	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).
253	1.111	Second class teak wood		2	cum
254	1.112	1.5.2 )Dash Fasteners t door frames
255	1.113	Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
256	1.114	10X120mm		36	each
257	1.115	1.5.3 )Pressed steel door frames
258	1.116	Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means,\n2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:\nProfile B\nFixing with adjustable lugs with split end tail to each jamb		1910	metre
259	1.117	1.5.4 )Flush Doors
260	1.118	1.5.4.1 )Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters
261	1.119	1.5.4.2 )35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws & finishing as per Engineer in charge		1286	sqm
262	1.12	1.5.4.3 )Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)\nOn one side only		1286	sqm
263	1.121	1.5.4.4 )Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).		160	sqm
264	1.122	1.5.4.5 )Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured):
265	1.123	Rectangular or Square		200	sqm
266	1.124	1.5.5 )VOID
267	1.125	1.5.6 )Providing and fixing pre-polished Twin Natural Stone Door Frames 200mm - 300mm wide, in cement mortar 1:3 (1 cement : 3 fine sand), inclusive of all mitred joinery inclusive of all necessary joinery in Araldite and cement paste etc. All exposed surfaces and edges to be chamfered and mirror polished with 6mm wide groove to be made in wall at the junction of stone and finished surface of wall complete as directed. Basic Rate Of Granite-1650		70	rmt
268	1.126	1.5.7 )FRP doors frames
269	1.127	Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.		1350	metre
270	1.128	1.5.7 )FRP doors shutters
271	1.129	Providing and fixing to existing door frames.\n30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/ Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge.		560	sqm
272	1.13	1.5.8 )Toughened Glass Doors
273	1.131	Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge ( Door Handle, Lock and Stopper To be paid separately)		39	sqm
274	1.132	1.5.10 )Aluminium Doors Windows Ventilators
275	1.133	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) , \n Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
276	1.134	doors , windows,ventilators main frame		4163	kg
277	1.135	1.5.11 )For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)\nPolyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
278	1.136	doors windows shutter frames		3219	kg
279	1.137	1.5.12 )Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):
280	1.138	1.5.12.1 )With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)		1394	sqm
281	1.139	1.5.12.2 )With float glass panes of 8 mm thickness (weight not less than 20 kg/ sqm)		108	sqm
282	1.14	1.5.13 )Prelaminated Particle Board
283	1.141	1.5.13.1 )Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling for bottom panel of 0.9m, fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.- \nPre-laminated particle board with decorative lamination on both sides		133	sqm
284	1.142	1.5.14 )Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.\nUp to 5mm depth and 5mm width		2074	Metre
285	1.143	1.5.15 )Structural Glazing
286	1.144	1.5.15.1 )Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.		1577	kg
287	1.145	1.5.15.2 )Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:\n(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:\n(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and\nfixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.\n		332	sqm
288	1.146	(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.\n(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.\n(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified.
289	1.147	The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.\nNote:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.\nNote:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accredited by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately.\n
290	1.148	The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO / IEC 17011 and accredits labs as per ISO/ IEC 17025.\n1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr \n2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.\n3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range up to 2000 ml\n4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330- 10 testing method for a range up to 50 mm\n5. Seismic Movement Test (up to 30 mm) as per AAMA 501.4-09 testing method for Qualitative test Tests to be conducted on site.\n6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) up to 2000 ml
291	1.149	1.5.15.3 )Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6mm thick, spacer tube 12mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.\n(Payment for fixing of IGU Panels in the curtain glazing is included in\ncost of item No.1.5.15.2)\n		249	sqm
292	1.15	For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.\nColoured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
293	1.151	1.5.15.4 )Extra for openable side / top hung vision glass panels (IGUs) including\nproviding and supplying at site all accessories and hardwares for the\nopenable panels as specified and of the approved make such as heavy\nduty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineering- Charge.		34	sqm
294	1.152	1.5.15.5 )Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in-Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevant Item*).\n (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35%, Light reflection internal 10 to 15%, light reflection external 10 to 20%, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.		51	sqm
295	1.153	1.5.16 )Rolling Shutter
296	1.154	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
297	1.155	1.5.16.1 )80x1.25 mm M.S. laths with 1.25 mm thick top cover		248	sqm
298	1.156	1.5.16.2 )Providing and fixing ball bearing for rolling shutters.		32	each
299	1.157	1.5.16.3 )Extra for providing mechanical device chain and crank operation for operating rolling shutters.
300	1.158	Exceeding 16.80 sqm in area		248	sqm
301	1.159	1.5.16.4 )Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured).		161	sqm
302	1.16	1.5.17 )Door Accessories
303	1.161	1.5.17.1 )Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete		144	each
304	1.162	1.5.17.2 )Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :150X10mm		455	each
305	1.163	1.5.15.2A )Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :250X10mm		50	each
306	1.164	1.5.17.3 )Providing and fixing bright finished brass handles with screws etc. complete:100 mm		1575	each
307	1.165	1.5.15.3A )Providing and fixing bright finished brass handles with screws etc. complete:125 mm		150	each
308	1.166	1.5.17.4 )Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete		380	each
309	1.167	1.5.17.5 )Providing and fixing bright finished brass door latch with necessary screws etc. complete :250x16x5 mm		1559	each
310	1.168	Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete		283	each
311	1.169	Grab bars/ pull bars made of SS 304 for disabled toilet doors		22	each
312	1.17	1.5.17.6 )Providing and fixing bright finished brass double acting spring hinges with necessary brass screws etc. complete :100mm		6	each
313	1.171	1.5.17.7 )Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :\n200X10mm		172	each
314	1.172	1.5.17.8 )Providing and fixing aluminium handles, ISI marked, anodised (anodic coating\nnot less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :\n125mm		342	each
315	1.173	1.5.17.9 )Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised(anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete:-Single rubber stopper		12	each
316	1.174	1.5.17.10 )Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.		87	each
317	1.175	1.5.18 )Air Transfer Grills to Door
318	1.176	Providing and fixing powder coated (powder coating not less than 40 microns) non vision extruded aluminium \"Air Transfer Grill” of required sizes to be fixed in the opening made in the laminated/ non decorative flush door shutters. The grill shall be with minimum 1.20 mm thick aluminium sections, in approved size, shade, and pattern, shape, as per the approved drawing and as per directions of Engineer in charge. Rate shall be inclusive of cutting the door shutter as per approved grill size, providing and fixing required depth of teak wood lipping on the cutting edges of opening of flush door shutter with finishing. :- 6mm thick Compact Sheet
319	1.177	1.5.18.1 )0.450X0.300		48	each
320	1.178	1.5.18.2 )0.600x0.300		18	each
321	1.179	1.5.19 )Panic Bar
322	1.18	Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete		125	each
323	1.181	1.5.20 )Fire rated Doors
324	1.182	Providing & Fixing two hour fire rated single / double leaf openable doors with fire retardant infill panel of \"Shakti\" or equivalent, of zinc coated steel frame, single rebate profile of size 100 x 57 mm with bending radius of 1.2 mm, fabricated using 1.20 mm thick galvanized steel sheet (18 gauge) and Fully flush type of 46 mm thick Single / Double leaf shutters, of Pressed Galvanized steel sheet conforming to IS 277, conforming to IS 3614 ( Part 2 ) 1992 BS467 ( Part 20 & 22 0 & ISO834, with electrostatic powder coating or polyurethane coating, including vision glass panel 300X450mmm & fire rated all fixtures and fastenings as specified like SS double ball bearing butt hinges 3nos per shutter, tower bolts 1 no, door stoppers 2 no, SS Handle 19mm Dia, 250 mm long with both side key operation (as approved by the CONSULTANT) and two aldrops per shutter, and providing Master key, Grand master key etc complete as directed by Engineer In Charge.		473	sqm
325	1.183	1.5.21 )Cement Fibre Board
326	1.184	Supplying and installation of moisture resistant/fire resistant 8 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm, Steel frame shall be paid separately.		100	sqm
327	1.185	1.5.22 )GRC Jali
328	1.186	Providing & Fixing Glass Reinforced Jalli works cast in custom designed moulds as per design detail including frame to hold it.		229	sqm
329	1.187	1.5.23 )Precast Cement Jali
330	1.188	Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits & fixing
331	1.189	40 mm thick		165	sqm
332	1.19	1.5.24 )Mirror
333	1.191	Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.		175	each
334	1.192	1.6 )METAL WORKS - RAILING, GRILLS, FABRICATION, ETC.
335	1.193	1.6.1 )SS Railing
336	1.194	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).		6061	kg
337	1.195	1.6.2 )Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
338	1.196	1.6.2.1 )M.S. Tubes		500	kg
339	2	2.0 )CIVIL WORKS
340	2.001	2.1 )CARRIAGE OF MATERIAL
341	2.002	2.1.1 )Extra for carriage of following materials by Mechanical means including loading, unloading and stacking for lead up to 1KM
342	2.003	2.1.1.1 )Lime, moorum, building rubbish		25	cum
343	2.004	2.1.1.2 )Earth		1450	cum
344	2.005	2.1.1.3 )Excavated rock		25	cum
345	2.006	2.1.1.4 )Sand, stone aggregate below 40 mm nominal size		8	cum
346	2.007	2.1.2 )Extra for carriage of following materials by Mechanical means including loading, unloading and stacking for lead upto 2KM
347	2.008	2.1.2.1 )Lime, moorum, building rubbish		35	cum
348	2.009	2.1.2.2 )Earth		755	cum
349	2.01	2.1.2.3 )Excavated rock		15	cum
350	2.011	2.1.2.4 )Sand, stone aggregate below 40 mm nominal size		12	cum
351	2.012	2.1.3 )Carting away surplus excavated earth / rock (beyond the quantity required to be used in the project under this agreement) to approved designated locations using mechanical equipment's , unloading and stacking for lead beyond 2KM . (It is contractor responsibility to identify such approved location outside site premises for disposal & all necessary permissions for disposal shall be obtained by contractor at no extra cost)		85	cum
352	2.013	2.1.4 )Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and\nstacking of serviceable material and disposal of unserviceable material.
353	2.014	2.1.4.1 )Beyond 30 cm girth upto and including 60 cm girth		3	each
354	2.015	2.2 )EARTH WORK
355	2.016	2.2.1 )Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 500 m and lift upto 1.5 m, as directed by Engineer-in-charge.
356	2.017	2.2.1.1 )All kinds of soil		22610	cum
357	2.018	2.2.2 )Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 500 m.
358	2.019	2.2.2.1 )All kinds of soil		2592	cum
359	2.02	2.2.3 )Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
360	2.021	2.2.3.1 )All kinds of soil.		15861	cum
361	2.022	2.2.4 )Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 500 m and lift upto 1.5 m, as directed by Engineer-incharge
362	2.023	2.2.4.1 )Ordinary rock		35	cum
363	2.024	2.2.5 )Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 500 m and lift upto 1.5 m.		2774	cum
364	2.025	2.2.6 )Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.		1081	cum
365	2.026	2.2.7 )Providing and laying minimum 230 mm thick dry rubble (soling) packing for foundation with approved hard stone set in regular lines, hand packed, filling the interstices with small stone chips and sand, ramming, watering and compacting, etc. complete as directed by Engineer-In-Charge.		10449	sqm
366	2.027	2.2.8 )Filling in Plinth and filling for site grading with approved CNS (cohesive non expansive soil) free from vegetations, brought from outside including supply in layers not exceeding 20 cms in thickness, confining the fill, and consolidating / compacting the deposited layer by mechanical means / compactors, plate vibrators and watering etc., to achieve desired density as specified complete as per specification and as directed by Engineer-In-Charge. (Quoted rate to include cost of compaction to achieve at least 95% modified Proctor Density of refilled excavated earth.)\n		4213	cum
367	2.028	2.2.9 )Providing and injecting chemical emulsion for pre-construction anti termite treatment and creating a chemical barrier using Chlorpyriphos Emulsifiable 1.0 % concentration or Imidacloprid Emulsifiable 0.075% concentration by weight below grade slab, Plinth Beams and Columns, along the external perimeter of building including back fill soil, expansion joints, surrounding of pipes, water conduits or at places suggested by Engineer/ Site-in-charge etc complete as per IS 6313 Part II and Technical specification. (Plinth Area at ground floor only shall be measured). Contractor shall give a performance guarantee of 10 years		10927	sqm
368	2.029	2.2.10 )Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
369	2.03	2.2.10.1 )All kinds of soil
370	2.031	2.2.10.1.1 )Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia		4746	metre
371	2.032	2.2.10.1.2 )Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia		79	metre
372	2.033	2.2.11 )Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m.
373	2.034	2.2.11.1 )All kinds of soil
374	2.035	2.2.11.1.1 )Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia		430	metre
375	2.036	2.2.11.1.2 )Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia		176	metre
376	2.037	2.2.12 )Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m :
377	2.038	2.2.12.1 )Ordinary rock :
378	2.039	2.2.12.1.1 )Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia		50	metre
379	2.04	2.2.13 )Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (including dewatering)
380	2.041	2.2.13.1 )Ordinary rock :
381	2.042	2.2.13.1.1 )Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia		50	metre
382	2.043	2.2.14 )Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
383	2.044	2.2.14.1 )Ordinary rock		35	cum
384	2.045	2.2.15 )Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
385	2.046	2.2.15.1 )Ordinary rock		16	cum
386	2.047	2.2.16 )Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift above 1.5 m and upto 3m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
387	2.048	2.2.16.1 )Ordinary rock		10	cum
388	2.049	2.2.17 )Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
389	2.05	2.2.17.1 )Extra for excavating trenches for pipes, cables, etc. in all kind of soil for depth exceeding 3 m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre).		133	metre
390	2.051	2.2.18 )Providing and filling cohesive non-swelling soil (CNS) soil or approved type of Moorum over areas for site grading in layers not exceeding average 225 mm thick (uncompacted thickness) including lifting, loading, unloading, transporting, breaking of clods, watering, consolidating each layer, compacting with 8 to 10 Ton vibro roller as required to achieve not less than 95% dry density (proctor density) etc. for all leads and lifts complete as directed by Engineer In charge.\nThe CNS soil / filling material shall have following properties -\n1) Liquid limit < 50\n2) Plasticity Index < 5\n3) Free swell index < 50 % (when tested as per IS 2720 (Part 40))\nThe material shall NOT contain peat, log, stump, and perishable material and shall NOT be classified as OL, OI, OH in accordance with IS 1498. The material from swamp, marshes, bogs shall NOT be used for filling.		4661	cum
391	2.052	2.3 )PLAIN CEMENT CONCRETE WORK
392	2.053	2.3.1 )Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering - All work up to plinth level :
393	2.054	2.3.1.1 )1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone\naggregate 20 mm nominal size)		1248	cum
394	2.055	2.3.1.2 )1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).		51	cum
395	2.056	2.3.2 )Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of cantering, shuttering and finishing :
396	2.057	2.3.2.1 )1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone\naggregate 20 mm nominal size))		120	cum
397	2.058	2.3.2.2 )1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone\naggregate 20 mm nominal size)		47	cum
398	2.059	2.3.3 )Extra for concrete work in superstructure above floor V level for each four floors or part thereof.
399	2.06	2.3.3.1 )1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone\naggregate 20 mm nominal size))		7	cum
400	2.061	2.3.4 )Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 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\nnecessary excavation, levelling & dressing & finishing the top smooth.		848	sqm
401	2.062	2.3.5 )Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).		203	sqm
402	2.063	2.3.6 )Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.		176	sqm
403	2.064	2.3.7 )Providing and laying 1:5:10 mix Plum concrete with maximum size of aggregates as 40mm and plums upto 200mm size and upto 30% by volume of concrete mix, for filling in plinth, underside of foundations, etc., complete.		294	cum
404	2.065	2.4 )REINFORCED CEMENT CONCRETE WORK
405	2.066	FORMWORK
406	2.067	2.4.1 )Cantering and shuttering including strutting, propping etc. and removal of form for :
407	2.068	2.4.1.1 )Foundations, footings, bases of columns, etc. for mass concrete.		11760	sqm
408	2.069	2.4.1.2 )Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.		10934	sqm
409	2.07	2.4.1.3 )Suspended floors, roofs, landings, balconies and access\nplatform		19617	sqm
410	2.071	2.4.1.4 )Lintels, beams, plinth beams, girders, bressumers and\ncantilevers		22609	sqm
411	2.072	2.4.1.5 )Columns, Pillars, Piers, Abutments, Posts and Struts		13960	sqm
412	2.073	2.4.1.6 )Stairs, (excluding landings) except spiral-staircases		1224	sqm
413	2.074	2.4.1.7 )Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards		103	sqm
414	2.075	2.4.1.8 )Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like		135	sqm
415	2.076	2.4.1.9 )Extra for additional height in cantering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).
416	2.077	2.4.1.9.1 )Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)		5100	sqm
417	2.078	2.4.1.10 )Cornices and mouldings		48	sqm
418	2.079	2.4.1.10.1 )Extra for shuttering in circular work of foundations, footings, bases of columns, etc. including machine / equipment foundations for mass concrete		59	sqm
419	2.08	Reinforcement
420	2.081	2.4.2 )Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
421	2.082	2.4.2.1 )Thermo-Mechanically Treated bars HYSD Fe500D or more		1.20811e+06	kg
422	2.083	2.4.3 )Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
423	2.084	2.4.3.1 )Thermo-Mechanically Treated bars HYSD Fe500D or more		676080	kg
424	2.085	Concrete
425	2.086	2.4.4 )Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, 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 R.M.C. from transit mixer to site of laying , excluding the cost of cantering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately, only if the concrete is brought from outside the site premises)
426	2.087	2.4.4.1 )All works upto plinth level		5831	cum
427	2.088	2.4.4.2 )All works above plinth level upto floor V level		5045	cum
428	2.089	2.4.4.3 )Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof.		307	cum
429	2.09	2.4.5 )Extra for providing richer mixes at all floor levels.
430	2.091	2.4.5.1 )Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)
431	2.092	2.4.5.1.1 )All works upto plinth level		5770	cum
432	2.093	2.4.5.1.2 )All works above plinth level upto floor V level		5104	cum
433	2.094	2.4.5.1.3 )Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof.		307	cum
434	2.095	2.4.5.2 )Providing M-35 grade concrete instead of M-25 grade BMC/RMC. (Note : Cement content considered in M-35 is @ 350 kg/cum)
435	2.096	2.4.5.2.1 )All works upto plinth level		250	cum
436	2.097	2.4.5.2.2 )All works above plinth level upto floor V level		250	cum
437	2.098	2.4.5.3 )Providing M-40 grade concrete instead of M-25 grade BMC/RMC.(Note : Cement content considered in M-40 is @ 360 kg/cum)
438	2.099	2.4.5.3.1 )All works upto plinth level		250	cum
439	2.1	2.4.5.3.2 )All works above plinth level upto floor V level		250	cum
440	2.101	2.4.6 )Add for using extra cement in the items of design mix over and above the specified cement content therein		224	quintal
441	2.102	Expansion Joint
442	2.103	2.4.7 )Providing and fixing Pre-formed joint fillers “Shalitex” or equivalent board with bitumen primer as adhesive to concrete and masonry surfaces in separation/expansion joints including 200 micron PVC sheet on top to avoid ingress of cement slurry in Shalitex board or equivalent complete as per direction of engineer in charge.
443	2.104	2.4.7.1 )12 mm thick		500	sqm
444	2.105	2.4.8 )Providing and filling in position, blown bitumen in expansion joints.		5	cum
445	2.106	2.4.9 )Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compo-und GRADE A in expansion joints.		175	per cm depth per 100 m
446	2.107	2.4.10 )Supplying, fabricating, delivering at site and fixing in position M.S. inserts as per drawing made out of rolled steel sections, plates, angles, bars, including cleaning, Grinding and removing the welding burr, scales, and preparing surface for and applying one coat of red oxide zinc chromate primer and Two coats of Synthetic Enamel paint after fabrication etc. complete as directed by Engineer In Charge.		4988	kg
447	2.108	2.4.11 )Supplying, Fabricating and fixing in position PVC pipe sleeves of length not exceeding 450mm and confirming to IS 13592 :1990 typeB up to 150 mm and IS 4985 of 6 kg pressure 150 mm and above in concrete or in masonry at any level and location as shown on drawings including jointing, encasing, bending, threading, etc complete as directed by engineer in charge.
448	2.109	2.4.11.1 )Upto 75mm		155	metre
449	2.11	2.4.11.2 )100 mm dia		89	metre
450	2.111	2.4.11.3 )150 mm dia		25	metre
451	2.112	2.4.12 )Providing and applying water swellable-bar at starter & all construction joints, of c/section 20mmX5mm, it shall have unrestrained volumetric expansion more than 200% in 30 days, Hydrostatic pressure resistance of 50 meters. It shall be fixed to the concrete using a gun grade hydrophilic adhesive / or mechanically fixed by non corrosive nailing as recommended by manufacturer complete as directed by engineer in charge.		650	metre
452	2.113	2.4.13 )Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm\nthick as per design for expansion joints. 200 mm wide		150	metre
453	2.114	2.4.13.1 )Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminium base members, self aligning / self cantering arrangement and support plates etc. as per ASTM B221-02. The system\nshall be such that it provides floor to floor /floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminium base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- cantering arrangement that freely rotates / moves in all directions. The Self - cantering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063).
454	2.115	2.4.13.1.1 )Floor Joint of 100 mm gap		108	metre
455	2.116	2.4.13.2 )Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminium base members, self aligning /\ncantering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multicellular\nto facilitate movement. (Material shall confirm to ASTM 6063).
456	2.117	2.4.13.2.1 )Wall Joint of 100 mm gap		36	metre
457	2.118	2.4.13.3 )Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminium base members with, self aligning and self cantering arrangement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminium base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-cantering arrangement that freely rotates / moves in all directions. The Self cantering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel.
458	2.119	Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.)
459	2.12	2.4.13.3.1 )Roof Joint of 100 mm gap		130	metre
460	2.121	2.4.14 )Designing, Detailing, Providing and installing 50 / 75mm thk SNPG-400 expansion joint system or approved equivalent for wall to wall and wall to column joints at all levels and locations designed for multi-directional movement and comprised of continuous extruded cover plate and snap-locked to base frame (Cover plate shall be fixed with continuous seal at both end of top plate) conforming to ASTM 6063 and in accordance with the drawings and manufacturers specifications including all necessary material and works etc. complete for satisfactory performance of the system as directed by Engineer-In-Charge.\nNote: \n1) The system shall be 100% waterproof and shall be designed for underground water pressure of 4.5m.\n2) Contractor shall submit leakproof guarantee bond for waterproofing of entire expansion joint system on the on court fee stamp of Rs. 100/- or of appropriate value in the approved format for 10 years after completion and handing over the building to the owner.		72	metre
461	2.122	2.4.15 )Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of cantering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on\nboth ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as\nper direction of Engineer-in-Charge.		100	cum
462	2.123	2.4.16 )Providing and casting in Situ Reinforced Cement Concrete shall be minimum M25 for slab on grade or on floor with coarse aggregate of size 20mm downgraded excluding reinforcement but including side shuttering and construction in panels / staggered strip method, finishing the concrete with power floater and Ride on Trowel (ROT) as per the specifications, including providing necessary construction/ contraction / expansion /isolation joints as shown on drawing and joints required at various locations like equipment foundations, columns, walls, etc of size 5 mm wide x 50 mm deep & filling with Polysulphide sealant applied over primer laid as per manufacturer's specification/ drawings etc complete as directed by Engineer In Charge.		1232	cum
463	2.124	2.4.16.1 )Extra over above item of slab on grade and floor slab, for Vacuum processing of concrete slab to remove surplus water using TREMIX VACUUM SYSTEM or approved equivalent including necessary surface vibration, floating of surface with power trowel after vacuum processing to obtain clean, smooth / broom & level finished surface etc. complete as directed by Engineer In Charge.		8592	sqm
464	2.125	2.4.17 )Providing controlled joint of size 5 mm wide x 25 mm deep for slab on grade by saw cutting with approved mechanical means including & filling with Polysulphide sealant etc. complete as per manufacturer's specification/ drawings and as directed by Engineer In Charge.\nNote: The groove making shall be done with mechanical saw and operation shall be carried out within 48 Hrs concreting etc complete.\n		2500	metre
465	2.126	2.4.18 )Machine Foundations in grade M30 concrete with 20 mm downgraded coarse aggregate, including making pockets, grooves, slots, aligning and inserting anchor bolts, etc as may be necessary, as directed by Engineer In Charge. (Excluding cost of Anchor bolts, and the same shall be paid separately)		26	cum
466	2.127	2.4.19 )Grouting pockets, holes, pipe sleeves of any shape or size, column bases, machine bases etc. including supply, mixing, surface cleaning, backing, wedging, finishing, side forms for exposed surfaces with champhering (if any) & curing etc complete as directed by Engineer In Charge with..
467	2.128	2.4.19.1 )Non-shrink free flow hydrogen free cement based grout (ready mixed) GP2 or approved equivalent grout of any thickness as directed by 'ENGINEER', etc. complete as directed by Engineer In Charge.		6	cum
468	2.129	2.4.20 )Providing & Fixing 75MM thickness of specifically extruded high performance polymer based sheet (SIL FIL of Supreme or equivalent) in expansion joint as filler board, with minimum density 28 kg / Cu. Mt & compression strength of 0.21 Kg / Sq.M, when tested as per ASTM D-3575, including using double sided adhesive of 2 MM x 25 MM x 25 MM at four places per sq.mtr to the casted surface etc complete as directed by Engineer In Charge for.		125	sqm
469	2.13	2.4.21 )Providing, supplying and mixing waterproofing compound Conplast X421 IC of Fosroc or approved equivalent conforming to IS:2645-2003 & IS:9103-1999, as per dose recommended by manufacturer etc. complete as directed by Engineer In Charge.		2810	litre
470	2.131	2.5 )STRUCTURAL STEEL WORK
471	2.132	2.5.1 )Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.		12375	kg
472	2.133	2.5.2.1 )Supplying, fabricating, delivering at site, hoisting and fixing in position, including all temporary staging and supporting work and making all structural steel work in accordance with the design, drawing prepared by the consultant for portal frames, trusses, purlins, girders, brackets, etc. with connections using plates, channels and angles, gusset plate,cleats, fasteners etc., steel conforming to IS 226 and IS 2062 with minimum yield strength of 250 Mpa.The rate of steel work shall include assembly, welding, jointing, building up new sections, cost of fasteners (nuts, bolts and washers) etc. The rate shall also include one coat zinc rich primer & two coat of Synthetic enamel paint of approved shade after properly cleaning the steel surface, necessary bolts & washers for fixing including grouting of bolts with 1:3 non shrink cement grout etc., complete all as per design, details, drawings, specifications etc. with all lead & lift for all materials & labour and as directed, at all heights & locations.\nNote-Members fabricated entirely from MS plates, rolled steel sections such as joists, channels, angles, and tees , built-up fabricated from rolled steel sections and plates are covered under this item.\n(Structural steel shall be E250, Quality A/BR, Semi killed / killed and conforming to IS: 2062-2011 where V-notch energy E > 27J )		138507	kg
473	2.134	2.5.2.2 )Supplying, fabricating, delivering at site, hoisting and fixing in position, including all temporary staging and supporting work and making all structural steel work in accordance with the design, drawing prepared by the consultant for portal frames, trusses, purlins, girders, brackets, etc. with connections using plates, channels and angles, gusset plate,cleats, fasteners etc., steel conforming to IS 226 and IS 2062 with minimum yield strength of 350 Mpa.The rate of steel work shall include assembly, welding, jointing, building up new sections, cost of fasteners (nuts, bolts and washers) etc. The rate shall also include one coat zinc rich primer & two coat of Synthetic enamel paint of approved shade after properly cleaning the steel surface, necessary bolts & washers for fixing including grouting of bolts with 1:3 non shrink cement grout etc., complete all as per design, details, drawings, specifications etc. with all lead & lift for all materials & labour and as directed, at all heights & locations.\nNote-Members fabricated entirely from MS plates, rolled steel sections such as joists, channels, angles, and tees , built-up fabricated from rolled steel sections and plates are covered under this item.\n(Structural steel shall be E350, Quality A/BR, Semi killed / killed and conforming to IS: 2062-2011 where V-notch energy E > 27J )		140807	kg
474	2.135	2.5.3 )Supplying, fabricating and erecting GI cold formed sections (GSM 120 Min), confirming to the physical specifications of ASTM A-607 (Grade 50) and IS 811 having minimum yield strength of 345 N/mm2 and as per specifications and as per drawings prepared by the consultant, for all heights & at all levels including transportation of the same to site, erection, provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, and all necessary operations like straightening, cutting, drilling as specified, welding, cleaning, painting, grinding and removing the welding burr etc. complete as directed by Engineer In Charge.		39783	kg
475	2.136	2.5.4 )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.
476	2.137	2.5.4.1 )In stringers, treads, landings etc. of stair cases, including\nuse of chequered plate wherever required, all complete		150	kg
477	2.138	2.5.4.2 )In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works		150	kg
478	2.139	2.5.5 )Providing, Supplying, Detailing and fabricating as per fabrication drawings , transporting to site and erecting M.S. chequered Plates of any thickness and having minimum yield strength of 250 MPa, including making of members for fixing, countersunk fixing screws etc. complete including applying two coats of epoxy red oxide zinc phosphate primer of 30 microns each and two coats of Epoxy CR Enamel paint after fabrication of 30 microns including touching up with spray painting after erection.
479	2.14	2.5.5.1 )Chequered plate with stiffeners		100	kg
480	2.141	2.5.5.2 )Chequered plate without stiffeners		50	kg
481	2.142	2.5.6 )Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
482	2.143	2.5.6.1 )Hot finished welded type tubes		1150	kg
483	2.144	2.5.6.2 )Hot finished seamless type tubes.		350	kg
484	2.145	2.5.7 )Supplying, fabricating, delivering and fixing in position at site, anchor / foundation bolts of following grades, nuts/lock nuts and anchor bolt assemblies, including necessary templates etc. complete as per the drawings and as per direction of engineer in charge. (Templates required for fixing shall not be paid separately).
485	2.146	2.5.7.1 )4.6 Grade		2040	kg
486	2.147	2.5.7.2 )8.8 Grade		1050	kg
487	2.148	2.5.8 )Dry shot blasting cleaning of the steel surface by high velocity impact with abrasive sand particles including cleaning and preparing surface to Sa 2 ½ conforming to relevant IS code. complete as directed by engineer in charge.		75	kg
488	2.149	2.5.9 )Supplying and forming cut-outs in chequered plate planks, reinforced with M.S. strips of size 75mm x 6mm including cutting, welding, fabricating etc. complete as per drawings and as directed by Engineer-in-Charge (Measurement shall be on the basis of perimeter of the cut-out)
489	2.15	2.5.9.1 )a) Circular cut outs		10	metre
490	2.151	2.5.9.2 )b) Rectangular cut outs		10	metre
491	2.152	2.5.10 )Providing, supplying, fabricating, transporting, erecting and aligning and installing in position by bolting / welding / screwing of factory made hot dip galvanised gratings with 240 GSM coating and fabricated using mild steel conforming to IS:2062, having minimum yield strength of 250 MPa at all levels, in floorings, platforms, drain covers, trench covers, walk-ways, passages, staircase treads including edge binding strips, anti-skid nosing, all fittings and fixtures, (clips, bolts, self drilling and taping screws, nuts and lock washers) etc. complete as directed by Engineer In Charge.		201	kg
492	2.153	2.5.11 )Supplying, fabricating, delivering at site as per specifications and as per drawings, and erecting structural steel members for any type of works including general fabrication works for all heights & at all levels including embeding the members in plain and reinforced concrete and/or in masonry to desired level, including providing and erecting of bolts of class 4.6, nuts, washers, cleats, stiffeners, gussets, base plate, with all necessary operations such as but not limited to preheating as per specifications, straightening, bending, cutting, punching holes, drilling, grinding, threading, machining if specified, welding etc. complete including cleaning, Grinding and removing the welding burr, scales, and preparing surface and applying epoxy primer of DFT 100 micron and Painting with 2 coats of PU paint, (one coat at shop after fabrication and one coat after erection with DFT 30-35 micron of each coat) with approved colour, shade and brand including touching up with primer and paint etc. complete, as directed by Engineer In Charge.
493	2.154	2.5.11.1 )Built up tubular steel section conforming to IS 1161 and IS 4923 with minimum yield strength of 310 Mpa		1470	kg
494	2.155	2.6 )WATERPROOFING WORK
495	2.156	2.6.1 )Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.\n(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.)		1024	sqm
496	2.157	2.6.2 )Providing and laying in sunken area with broken AAC Block laid, consolidated, finished smooth, including finishing the top layer with 20 mm water proof cement mortar 1 : 4 (1 cement : 4 coarse sand) with approved water proofing compound as per manufacturer specifications etc. all complete as per directions of the Engineer-in-Charge.		526	cum
497	2.158	2.6.3 )Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: \na) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
498	2.159	b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
499	2.16	c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surfaces with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 course sand) admixed with waterproofing compound conforming to IS :2645 and approved by Engineer in charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 x 300 mm square and 3 mm deep.
500	2.161	e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-\nCharge :
501	2.162	2.6.3.1 )With average thickness of 120 mm and minimum thickness at khurra as 65 mm.		10933	sqm
502	2.163	2.6.4 )U.G. TANK / OH WATER TANKS – INTERNAL AREAS
503	2.164	2.6.4.1 )Providing & Applying 2 coats of CFTRI approved, waterproof coating with high performance two component pre-packed cementitious waterproofing, with a mix ratio of (liquid: Powder), parts by wt. - 1:1.4 @ 2.2 Kg/sqm to achieve DFT of 1.5mm over the wall & floor surface as per the manufacturers’ specification & drawing with the turnkey execution to be done by the manufacturer through its in house subsidiary execution company and with 10 years composite warranty against leakages, to be provided by the principal manufacturer / civil contractor. All the coats to be applied in right angle to each other. The coating shall have following properties: Tensile strength : 2.6 N/mm2 as per ASTM D 412, Elongation at break, % : 120 as per ASTM D 412, Adhesion strength : 1 N/mm2 as per ASTM D 4541, crack bridging : 2mm as per ASTM C 836, Water penetration (5 bar pressure) : 1% as per BS EN 12390, Hardness, Shore A : 60 as per ASTM D 2240, RCPT permeability : 92% as per ASTM C 1202-97, including proper surface preparation as per manufacturers' specification, cleaning work, removal of loose concrete and filling cracks with polymer modified mortar using SBR Latex, URP. All the honeycombed areas & construction joints shall be identified and injected with cement slurry admixed with expansive additive, AM @ 225gms / bag of cement.		1733	sqm
504	2.165	Making of angle fillets all around the periphery of the wall with polymer modified mortar using SBR Latex, URP, etc, complete. Protection Cum Hygiene Coat: Providing & applying 2 coats of two component, water-based epoxy resin with additive fillers, anti-algae, anti-fungal, Non-flammable, Non-toxic, hygiene cum damp-proof coating @ 4 sqm / Kg, as directed by the manufacturer with the turnkey execution to be done by the manufacturer through its in house subsidiary execution company and with 10 years composite warranty against leakages, to be provided by the principal manufacturer / civil contractor. The coating shall be Certified by CFTRI as per 21 CFR 175 – 300 of US – FDA. Mixing Ratio (Base: Hardener: Water) – 1:1:1, Specific Gravity : 1.2, Water vapour permeance : 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2.5 N/mm2 as per ASTM D 4541 : 02, as per manufacturers' specification, etc, complete as directed by engineer in charge.
505	2.166	2.6.5 )UG TANK EXTERNAL AREAS
506	2.167	Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the levelling course (levelling course to be included in this item).\nJoints sealed and grouted with cement slurry mixed with water proofing compound. ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
507	2.168	2.6.5.1 )Using rough kota stone.		962	sqm
508	2.169	Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :
509	2.17	2.6.5.2 )Using rough kota stone.		1239	sqm
510	2.171	2.6.6 )Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete :
511	2.172	2.6.6.1 )Serrated with central bulb (225mm wide, 8-11mm thick).		703	metre
512	2.173	2.6.7 ) WATERPROOF SEALING AROUND THE UTILITIES/ PIPES PASSING THROUGH RCC WALL ETC		194	sqm
513	2.174	Supplying & sealing the pipe inserts, etc provided in the floor & walls with 1.5 mm thick two sided non-reinforced polymerized bituminous self adhesive Tape, to seal the joint between pipes/inserts and the core cuts. The Tape shall have Softening point (R&B) >60°C as per ASTM D 36, Elongation, (Compound) > 500% as per ASTM D 412, Water absorption at 24 hrs < 0.3 as per ASTM D 570, Water permeability @ 5bar : Nil as per BS EN 12390, Adhesion strength : 1.0 N/mm as per ASTM D 1000, Cold temperature flexibility < -6°C as per UEAtc, followed by grouting the gaps around the pipe / inserts with a non shrink cementitious waterproof grout, 10M, shall conform to ASTM C 109 - 1999 18, ASTM C 1107, Grade C, all followed by sealing with Liquid Applied PU flashing of Flexi PU with reinforcing polyester mesh embedded between the two coats of Flexi PU, at the junction of the pipes and slab / wall area, including proper cleaning of the junctions and sealing the junction with PU sealant conforming to ASTM C-920-S, NS, 25 & BS EN ISO—11600: 2003 Type F & G as per manufacturers' specification, etc, complete as directed by engineer in charge.
514	2.175	2.6.8 )STP / ETP WATERPROOFING
515	2.176	2.6.8.1 )for internal area
516	2.177	2.6.8.1.1 )Providing & Applying 2 coats of waterproof coating with high performance two component pre-packed cementitious waterproofing, with a mix ratio of (liquid: Powder), parts by wt. - 1:1.4 @ 2 Kg/sqm to achieve DFT of 1.5mm over the wall & floor surface as per the manufacturers’ specification & drawing. All the coats to be applied in right angle to each other with the turnkey execution to be done by the manufacturer through its in house subsidiary execution company and with 10 years composite warranty against leakages, to be provided by the principal manufacturer / civil contractor. The coating shall have following properties: Tensile strength : 2.6 N/mm2 as per ASTM D 412, Elongation at break, % : 120 as per ASTM D 412, Adhesion strength : 1 N/mm2 as per ASTM D 4541, crack bridging : 2mm as per ASTM C 836, Water penetration (5 bar pressure) : 1% as per BS EN 12390, Hardness, Shore A : 60 as per ASTM D 2240, RCPT permeability : 92% as per ASTM C 1202-97, including proper surface preparation as per manufacturers' specification, cleaning work, removal of loose concrete and filling cracks with polymer modified mortar using SBR Latex, URP. All the honeycombed areas & construction joints shall be identified and injected with cement slurry admixed with expansive additive, AM @ 225gms / bag of cement. Making of angle fillets all around the periphery of the wall with polymer modified mortar using SBR Latex, URP, etc, complete.		25	sqm
517	2.178	Providing and applying 2 coats of solvent free epoxy coating, to protect the surface from chemical attack, acid and alkalis attack present is sewage to the slab areas and to the wall upto full height and the ceiling, including application of moisture insensitive epoxy primer MIEP with the turnkey execution to be done by the manufacturer through its in house subsidiary execution company and with 10 years composite warranty against leakages, to be provided by the principal manufacturer / civil contractor. The coverage of the EC-SF coating shall be 3-4m2/Kg/coat to attain DFT of 200 microns. The coating shall have following properties: Specific gravity: 1.35 +/- 0.02 g/cc, Hardness, Shore D: 84 as per ASTM D 2240, Tensile strength (7D): 15 Mpa as per ASTM C 307, Compressive Str. (7D): 85 Mpa as per ASTM C 579, Flexural Strength (7D): 35 Mpa, abrasion resistant as per ASTM D 4060, etc, complete as directed by engineer in charge.
518	2.179	2.6.8.2 )For external
519	2.18	2.6.8.2.1 )Providing and laying Box type water proofing treatment on horizontal and inclined surfaces (including below raft) of under ground structures at all depths below ground level and up to plinth level above ground level including coating with two coats of BRUSH BOND RFX of Fosroc Chemicals India Ltd or approved equivalent as per manufacturers specifications on PCC, laying 25mm thick Shahabad stone tiles with minimum 25mm thick 1:3 cement mortar bedding, filling the joints with cement mortar 1:2 and with 15mm metal, providing 15mm thick cement plaster in cement mortar 1:3, pressure grouting of all types of joints and socket pipes with cement slury, curing, successful leakproof testing etc. complete as directed by Engineer In Charge.\nNotes: \n1) All cement mortar shall be mixed with waterproofing compound CONPLAST X 421 IC. (dosage- 130ml per bag of cement)\n2) Contractor shall submit leakproof guarantee bond of waterproofing system on the on court fee stamp of Rs. 100/- or of appropriate value in the approved format for 10 years after completion and handing over the building to the owner.\n3) The rate shall include costs towards all other necessary activities / works and materials not mentioned above but required for satisfactory performance of the system. complete as directed by engineer in charge.		50	sqm
520	2.181	2.6.8.2.2 )Providing and laying Box type water proofing treatment on vertical surfaces of under ground structures at all depths below ground level and up to plinth level above ground level including cleaning the concrete surface by approved means, hacking and coating the concrete surface with two coats of BRUSH BOND RFX of Fosroc Chemicals India Ltd or approved equivalent as per manufacturers specifications, fixing minimum 25 mm thick Shahabad tiles in cement slurry, filling the joints of the Shahabad stone tiles with cement mortar 1:2, finishing exposed Shahabad stone surface with average 15mm thick cement plaster in Cement Mortar 1:4, pressure grouting of all types of joints and socket pipes with cement slury, curing, successful leakproof testing etc. complete as directed by Engineer In Charge.\n		200	sqm
521	2.182	Notes: \n1) All cement mortar shall be mixed with waterproofing compound CONPLAST WL. (dosage- 130ml per bag of cement)\n2) Contractor shall submit leakproof guarantee bond of waterproofing system on the on court fee stamp of Rs. 100/- or of appropriate value in the approved format for 10 years after completion and handing over the building to the owner.\n3) The rate shall include costs towards all other necessary activities / works and materials not mentioned above but required for satisfactory performance of the system.\n4) 5% Cash of total waterproofing cost shall be retained towards DEFECTS LIABILITY PERIOD upto 24 MONTHS from date of handover. The same shall be returned after successful performance of the system during this period.
522	2.183	2.6.9 )PARAPET WALL		1569	sqm
523	2.184	Waterproofing Treatment:- Providing & Applying 2 coats of waterproof coating with high performance two component pre-packed cementitious waterproofing coating, with a mix ratio of (liquid: Powder), parts by wt. - 1:1.4 @ 2.2 Kg/sqm to achieve DFT of 1.5mm over the wall surface as per the manufacturers’ specification & drawing with the turnkey execution to be done by the manufacturer through its in house subsidiary execution company and with 10 years composite warranty against leakages, to be provided by the principal manufacturer / civil contractor. All the coats to be applied in right angle to each other. The coating shall have following properties: Tensile strength : 2.6 N/mm2 as per ASTM D 412, Elongation at break, % : 120 as per ASTM D 412, Adhesion strength : 1 N/mm2 as per ASTM D 4541, crack bridging : 2mm as per ASTM C 836, Water penetration (5 bar pressure) : 1% as per BS EN 12390, Hardness, Shore A : 60 as per ASTM D 2240, RCPT permeability : 92% as per ASTM C 1202-97, including surface preparation as per site condition, etc, complete as directed by engineer in charge..
524	2.185	Protection to Waterproof coating – Vertical Surface:
525	2.186	Supplying & laying a protective plaster at vertical portion in 15 mm thickness in Sand Cement mortar (1:3) admixed with integral compound conforming to IS 2645, Pidiproof LW+ / Proofsol LWP @ 220ml per bag of cement to vertical surface including application of acrylic bond coat and sand sprinkling to create key to plaster, etc, complete.
526	2.187	2.7 )MISCELLANEOUS CIVIL WORK ITEMS
527	2.188	2.7.1 )Rebar anchoring / dowelling for following diameter of bars including scaffolding , drilling holes to required depth in existing RCC member with due care of PT Tendons, cleaning the holes embeding and fixing reinforcement rods with Fischer Chemical FISV360s / 'lockset' or equivalent compound as per manufacturer's specifications, making good surface to the satisfaction of Engineer, etc complete, as directed by the engineer In Charge.\n(Reinforcing bars shall be paid in relevant Item)
528	2.189	2.7.1.1 )12 mm (160mm min. embedment depth) or as per the design requirement.		550	each
529	2.19	2.7.1.2 )16mm (210mm min. embedment depth) or as per the design requirement.		175	each
530	2.191	2.7.1.3 )20mm (260 mm min. embedment depth) or as per the design requirement.		125	each
531	2.192	2.7.1.4 )25mm (325 mm min. embedment depth) or as per the design requirement.		125	each
532	2.193	2.7.2 )Drilling with core cutting machine in RCC slabs, walls etc. wherever required in buildings, manholes, ducts etc. for laying pipes, and making good the same to give an even finish . The rate shall include the cost of drilling core, providing water proofing compound for sealing the joints around the pipes, nominal reinforcement wherever required, scaffolding and labour charges for working at all levels, leads and heights. (Maximum thickness of RCC members shall be 300mm) and as directed by Engineer-In-Charge.
533	2.194	2.7.2.1 )Upto 200mm dia		30	each
534	2.195	2.7.3 )Providing and fixing in position pre-moulded joint filler in expansion joints.		157000	per cm depth\nper cm width\nper m length
535	2.196	2.7.4 )Providing and laying 75 to 100 micron HDPE film over compacted earth/blinded soling to act as vapour barrier including cutting lapping, jointing etc. complete: Rate to include net overlapping of joints by 100mm. Sealing joints with adhesive (Only plan area to be measured for payment). complete as directed by engineer in charge.		5410	sqm
536	2.197	2.7.5 )Providing and laying PVC pipe of 100 mm dia of class 2 (working pressure 4kg/sqcm) conforming to I.S. 4985:2000 for weep holes length not more than 2m at specified locations including cutting to required length, placing with desired slopes and at various levels, creating filter media on filling side of 300mm X 300mm X 300mm in gravel & sand mixture etc complete as directed by Engineer In charge. (Make: finolex or equivalent)		10	metre
537	2.198	2.7.6 )Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia. 10 metre openable length (total length 90m), having 50nos. Round per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I clips to retain horizontal, including necessary bolts or G.I barbed wire tied angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T)/Spring core (2.5mm thick) wire of high tensile strength of 165kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/meter (cost of M.S. angle, C.C. blocks shall be paid separately)		1205	metre
538	2.199	2.7.7 )Providing and fixing tapered / parallel threaded couplers conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”, to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works per direction of Engineer-in-Charge. (The length of the bars in which coupler is to be provided should not be less than 4 metre, no deduction for labour and binding wire saved for not providing lap length shall be made)
539	2.2	2.7.7.1 )Coupler for 20 mm diameter reinforcement bar		525	each
540	2.201	2.7.7.2 )Coupler for 25 mm diameter reinforcement bar		425	each
541	2.202	2.7.7.3 )Coupler for 32 mm diameter reinforcement bar		350	each
542	2.203	2.7.8 )Providing and fixing skylight of polycarbonate sheet of approved shape/ design 16mm thick Multicell X-structure with maximum 18% transparency and UV (Ultra Violate) protected with necessary fixing system of 60 x 60 and EPDM Rubber gasket fixed to supporting structural steel frame. Polycarbonate sheet will be as approved by Engineer-In-Charge. Fabrication of the skylight will be done from the approved fabricators. (Supporting MS frame shall be included). The unit rate includes the cost of all ancillary works including aluminium antidust tapes, aluminium U-profile to seal the ends as required for proper completion of work as per drawing, specifications and as directed by Developer including the cost of scaffolding, curing, all other accessory & fixing arrangement etc. complete. The surface area of polycarbonate sheet of skylight shall be measured for payment.		1008	sqm
543	2.204	2.7.9 )Providing and erecting Galvalume / Zincalume Sheets from approved manufacturers / suppliers (Lloyds / Interarch / Tata BlueScope) manufactured with steel of yield strength 550 MPa., 0.5 TCT with metallic organic coating of 150 gem Zinc Aluminium including all accessories like hexa- head, self drilling screws of size no. 12-14 x 15 mm at every crest with EPDM washers and colour head to match colour of sheeting as per approved fabrication drawings, which are to be supplied by contractor including all sides, end laps as per specifications and sealing of laps with silicon non-hardening type sealant and foam filler wherever required as directed by Engineer-in-Charge, making openings as per drawings, including testing for leakages etc. complete.\nNote: Net covered area will be considered for payment
544	2.205	2.7.9.1 )Colour Coated Galvalume / zincalume sheets 0.5 TCT for roofing of approved colour		3477	sqm
545	2.206	2.7.9.2 )Colour Coated Galvalume / zincalume sheets 0.5 TCT for cladding of approved colour		668	sqm
546	2.207	2.7.9.3 )Colour Coated Galvalume / zincalume sheets 0.5 TCT for Special Coverings like ridge cap, barge board, flashings and capping etc 600mm wide of approved colour		90	metre
547	2.208	2.7.9.4 )Colour Coated Galvalume / zincalume Crimp Curve up to 900mm wide of approved colour		90	sqm
548	2.209	2.7.10 )Providing and fixing 50mm thick Rockwool ( density - 48kg/ cum) insulation under Galvalume roof sheeting and cladding at all heights, including backing with Aluglass facing sheet, providing anf fixing G.I. wire mesh of 16 guage etc. complete including all fixtures as directed by Engineer In charge.		3000	sqm
549	2.21	2.7.11 )Supplying, detailing, and fabricating as per specifications and as per fabrication drawings, transporting to site and erecting 1.5 mm thick GI sheet gutter (Girth minimum upto 1.2m x 300mm wide) with all necessary supporting arrangement laid to proper slope, at all heights and levels, including including making necessary connections with rain water down take pipes etc. complete as directed by Engineer In Charge.		180	metre
550	2.211	2.7.12 )Providing and fixing bird mesh in the gap between Cladding Sheet and Wall line with Galvanised Welded wire mesh of 10 gauge of minimum size 50 x 50 mm with necessary supporting arrangement (Bird wire mesh.). Complete as directed by engineer in charge.		438	sqm
551	2.212	2.7.13 )Providing and casting in Situ Plain Cement Concrete screed of grade M15 and of 75 mm average thickness, using 10mm downgraded aggregate, at all heights, levels and depths including shuttering, de-shuttering, levelling to desired slope, compacting, trowelling, finishing the surface with neat cement slurry, curing, etc complete as directed by Engineer In Charge.		532	sqm
552	2.213	2.7.14 )Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size including cantering and shuttering complete but, excluding cost of reinforcement.		50	cum
553	2.214	2.7.15 )Providing and fixing the Mechanical Anchor Fasteners of Hilti / Fischer / Mungo Make or equivalent conforming to IS 1367 Part 3 as specified below at all height and locations and levels including drilling the hole, cleaning and anchoring the bolt as per manufacturer's specifications etc complete as directed by Engineer In Charge. for..\n
554	2.215	2.7.15.1 )M16 x 140		150	each
555	2.216	2.7.15.2 )M20 x 200		100	each
556	2.217	2.7.16 )Providing and fixing Chemical Anchor Fasteners of Hilti / Fischer / Mungo Make or equivalent conforming to IS 1367 Part 3 as specified below at required locations and level including drilling the hole, cleaning with blow pump and anchoring the bolt with chemical as per manufacturer's specifications etc complete as directed by Engineer In Charge.
557	2.218	2.7.16.1 )M12 x 110		150	each
558	2.219	2.7.16.2 )M16 x 125		100	each
559	2.22	2.7.17 )Providing granular bedding with carefully compacted backfill at all level using graded hard crusher broken stone 100% passing through 20 m sieve,20-50% passing through 10 mm sieve and 100% retained on 6 mm sieve, laying in layers not more than 15 cm thick including ramming,watering,compaction etc. Complete for pipe bedding and surrounding as per drawing and as directed by the engineer in charge.(Width of bedding=OD+400 mm)		1118	cum
560	2.221	2.7.18 )Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
561	2.222	2.7.18.1 )150 mm dia RCC pipes.		1122	metre
562	2.223	2.7.18.2 )300 mm dia RCC pipes.		2687	metre
563	2.224	2.7.18.3 )450 mm dia RCC pipes.		220	metre
564	2.225	2.7.18.4 )600 mm dia.		24	Metre
565	2.226	2.7.19 )Providing and constructing inspection chamber of clear inner size 1200mm x 1500mm in 230 mm thick Brick Masonry wall up to depth 1m and 340mm thick from 1 m to 2m depth in cement mortar 1:4 (Bricks shall have minimum crushing strength of 5 N/sq.mm), with 20mm thick waterproof cement plaster in cement mortar 1:3 on outer faces and 12mm thick neat waterproof cement plaster in cement mortar 1:3 on inner faces including 200 mm minimum thick foundation and 150mm thk coping at top in concrete grade M15, plastering and cement rendering chamber bottom, making connections with inlet and outlet pipes, fixing approved quality RCC manhole cover with frame complete including excavation, backfilling, providing and embeding orange coloured safety foot rest of minimum 6 mm thick plastic encapsulation as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, at 300mm c/c, shuttering, de-shuttering, curing, scaffolding, dewatering if necessary etc. complete as per drawing and as directed by Engineer-in-Charge for depth
566	2.227	2.7.19.1 )Chamber depth up to 1.2 m, for M.D. (Medium duty) Covers & frames conforming to I.S. 12592 Part-I & Part-II. \nNote: Depth shall be measured from bottom of the chamber cover		35	each
567	2.228	2.7.20 )Providing and constructing inspection chamber of clear inner size 1500mm x 1500mm in 230 mm thick Brick Masonry wall up to depth 1m and 340mm thick from 1 m to 2m depth in cement mortar 1:4 (Bricks shall have minimum crushing strength of 5 N/sq.mm), with 20mm thick waterproof cement plaster in cement mortar 1:3 on outer faces and 12mm thick neat waterproof cement plaster in cement mortar 1:3 on inner faces including 200 mm minimum thick foundation and 150mm thk coping at top in concrete grade M15, plastering and cement rendering chamber bottom, making connections with inlet and outlet pipes, fixing approved quality RCC manhole cover with frame complete including excavation, backfilling, providing and embeding orange coloured safety foot rest of minimum 6 mm thick plastic encapsulation as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, at 300mm c/c, shuttering, de-shuttering, curing, scaffolding, dewatering if necessary etc. complete as per drawing and as directed by Engineer-in-Charge for depth
568	2.229	2.7.20.1 )Chamber depth more than 1m and up to 1.5 m, for M.D. (Medium duty) Covers & frames conforming to I.S. 12592 Part-I & Part-II.\nNote: Depth shall be measured from bottom of the chamber cover		40	each
569	2.23	2.7.21 )Supplying, fabricating and Erecting Chain Link fencing of G.I. mesh of size 50 x 50 mm diamond pattern of 4mm dia. GI wire and as per specifications and drawings, including providing and erecting 65 x 65 x 8 angle posts @ 2.4m C/C with cross support at every 8th pole and at corners, MS Angle 35mm x 35mm x 3mm thick at top and bottom of chain link with necessary U hooks, nuts and bolts, washers, total height of fencing @ 2.5m above ground including embedding the angle post in cement concrete block of size 0.45m x 0.45m x 0.6m of grade M15 (20mm downgraded), with necessary excavation, cleaning and preparing surface, applying one coat of red oxide zinc chromate primer and two coats of Synthetic Enamel paint after fabrication and touch-up paint after erection if required of approved manufacture, brand, colour, shade etc. complete as directed by Engineer In Charge.		109	metre
570	2.231	2.7.22 )Providing, detailing, and fabricating as per specifications, transporting to site and erecting MS Swing type gate fabricated using MS Hollow pipe sections and GI Chain link fabric of size 50 x 50mm (diamond pattern with 4mm dia. of GI wire) including fixing bolts, nuts, washers, cleats, stiffeners, gussets and all necessary operations such as but not limited to straightening, bending, cutting, drilling, grinding, machining if specified, welding etc. complete including cleaning, Grinding and removing the welding burr and preparing surface and applying one coat of red oxide zinc chromate primer and one coat of Epoxy paint after fabrication and second coat of Epoxy paint after erection, with approved colour, shade and brand etc. including touching up with primer and paint etc. complete as directed by Engineer In Charge.		3981	kg
571	2.232	2.7.23 )Providing and spreading ballast using 80mm size stone metal for thickness of 100mm all complete as directed by Engineer In Charge.		48	cum
572	2.233	2.7.24 )Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
573	2.234	2.7.24.1 )Two or more coats on new work		33	sqm
574	2.235	2.7.25 )Providing, hoisting and fixing at all heights and levels precast reinforced cement concrete perforated / non perforated covers with lifting hooks not exceeding 1.5m clear span up to floor five level, including the cost of required cantering, shuttering but , excluding the cost of reinforcement, with M40 grade concrete.		1	cum
575	2.236	2.7.26 )Providing and filling filter media of following sizes including loading, unloading, transporting, etc. complete as directed by Engineer In charge.
576	2.237	2.7.26.1 )Coarse sand (zone III)		23	cum
577	2.238	2.7.26.2 )Gravel 5 mm to 10 mm		23	cum
578	2.239	2.7.26.3 )Boulder 50 mm to 200 mm		23	cum
579	2.24	2.8 )BLOCK WORK
580	2.241	2.8.1 )Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.		778	cum
581	2.242	2.8.2 )Extra for brick work / AAC block masonry / Tile brick masonry in superstructure above floor V level, for each four floors or part thereof by\nmechanical means.		268	cum
582	2.243	2.8.3 )Providing and laying autoclaved aerated cement blocks masonry with 150mm/200mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineering- Charge. (The payment of RCC band and reinforcement shall be made for separately).		3771	cum
583	2.244	2.8.4 )Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
584	2.245	2.8.4.1 )Cement mortar 1:4 (1 cement : 4 coarse sand)		138	cum
585	2.246	2.8.5 )Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level in all shapes and sizes in :
586	2.247	2.8.5.1 )Cement mortar 1:4 (1 cement : 4 coarse sand)		248	cum
587	2.248	2.9 )PILE WORK
588	2.249	2.9.1 )Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).\nNote: Truck Mounted rotary/TMR/Tube well boring machine shall not\nbe used .\nNote- The chipping off / dismantling of excess pile head concrete upto desired level of pile cap shall not be paid separately and the same shall be included in this item
589	2.25	2.9.1.1 )500 mm dia. Piles		2208	metre
590	2.251	2.9.1.2 )600 mm dia. Piles		14520	metre
591	2.252	2.9.1.3 )750 mm dia. Piles		1815	metre
592	2.253	2.9.2 )Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. \nNote: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.\nNote: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.
593	2.254	2.9.2.1 )Single pile upto 50 tonne Safe capacity
594	2.255	2.9.2.1.1 )Initial test (Test Load 2.5 times the Safe capacity)		2	per test
595	2.256	2.9.2.1.2 )Routine test (Test Load 1.5 times the Safe capacity)		4	per test
596	2.257	2.9.2.2 )Single pile above 50 tonne and upto 100 tonne Safe capacity
597	2.258	2.9.2.2.1 )Initial test (Test Load 2.5 times the Safe capacity)		2	per test
598	2.259	2.9.2.2.2 )Routine test (Test Load 1.5 times the Safe capacity)		4	per test
599	2.26	2.9.2.3 )Single pile above 100 tonne and upto 200 tonne Safe capacity
600	2.261	2.9.2.3.1 )Initial test (Test Load 2.5 times the Safe capacity)		2	per test
601	2.262	2.9.2.3.2 )Routine test (Test Load 1.5 times the Safe capacity)		4	per test
602	2.263	2.9.3 )Conducting routine vertical load test for 1.5 times safe load carrying capacity by means of High Strain Dynamic Load Test including provision and erection of crane- hammer-drop mechanism, acceleration and displacement velocity transducers to record both force and velocity including excavation, dewatering, preparation of pile head including building up of pile, additional reinforcement if any etc. all complete as per approved method (ASTM D4945-89), submission of test report, specifications and instructions of the Engineer for piles of following diameter :
603	2.264	2.9.3.1 )500 mm		1	per test
604	2.265	2.9.3.2 )600 mm		1	per test
605	2.266	2.9.3.3 )750 mm		1	per test
606	2.267	2.9.4 )Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile :
607	2.268	2.9.4.1 )Upto 50 tonne capacity pile		2	per test
608	2.269	2.9.4.2 )Above 50 tonne and upto 100 tonne capacity pile		4	per test
609	2.27	2.9.5 )Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.		1120	per test
610	2.271	2.9.6 )Conducting cross-hole test in Bored Cast In-situ piles through 50 mm diameter PVC pipes shall be embedded (minimum numbers of pipes are indicated against each diameter of piles) during the construction, including cleaning the PVC pipes, supply of testing equipment and approach, carrying out the test by a qualified and experienced personnel, interpretation of results, submission of test reports complete in all respects as directed by the Engineer, for pile having diameter of:\nNote:- The Test to be conducted within 3 day from the date of installation of pile otherwise payment shall not be made under this item. It shall be paid under item 2.9.6
611	2.272	2.9.6.1 )500 mm-(minimum 3 Numbers PVC pipes to be embedded)		4	per test
612	2.273	2.9.6.2 )600 mm-(minimum 4 Numbers PVC pipes to be embedded)		4	per test
613	2.274	2.9.6.3 )750 mm-(minimum 5 Numbers PVC pipes to be embedded)		4	per test
614	2.275	2.9.7 )Conducting standard penetration tests as per IS: 2131 through pipe in all types of soil during boring only for such piles as directed, all as specified at every one metre interval, 16 m onwards from existing ground level and recording accurately the penetration.		278	per test
615	2.276	2.9.8 )VOID
616	2.277	2.9.9 )Providing and casting in Situ Reinforced Cement Concrete of M50 grade with 20 mm downgraded coarse aggregates for test piles, and for all depths including shuttering, de-shuttering & reinforcement etc. complete as directed by Engineer In Charge. (Concrete for Liquid Retaining Structures and others as called for shall be water tight). No extra payment for sacrificial shuttering for RC elements etc. where it is not possible to remove shuttering after concreting as per approved scheme of shuttering. Minimum cement content is 400kg/cum		60	cum
617	2.278	2.10 )DISMANTLING AND DEMOLISHING
618	2.279	2.10.1 )Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.		1	cum
619	2.28	2.10.2 )Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer -in -charge.		1	sqm
620	2.281	2.10.3 )Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.		50	kg
621	3	3.0 )PLUMBING WORKS
622	3.001	3.1 )SANITARY WARES, FIXTURES, FITTINGS AND ACCESSORIES
623	3.002	Note: \"All the Non DSR items should be as per technical specifications with all the necessary accessories as required for complete installation\"
624	3.003	3.1.1 )Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete including all necessary fittings and accessories, cutting and making good the walls and floors wherever required. Make:- Hindustan/ Hindware 20006 white or Hindware 21029 white or equivalent
625	3.004	3.1.2.1 )W.C. pan with ISI marked white solid plastic seat and lid Polytuf 5006 or equivalent		150	each
626	3.005	3.1.2 )Providing and fixing white vitreous china extended wall mounting water closet of size 560x350x390 mm of approved shape including providing & fixing white vitreous china concealed cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete including all necessary fittings and accessories, cutting and making good the walls and floors wherever required. Make:- Hindustan/ Hindware Dove 20080 (P 23.5) white & Hindware Concealo 80 or equivalent
627	3.006	3.1.2.1 )W.C. pan with ISI marked white solid plastic seat and lid Polytuf 5006 or equivalent		3	each
628	3.007	3.1.3 )Providing and fixing white bath tub of approved or equivalent make and minimum size: 152.5 x 76.5 x 45 cms, as approved by Engineer, with CP rim mounted mixer of approved or equivalent make, with telephonic shower of approved or equivalent make, over flow set, drain plug, with all fittings and fixtures complete, including cutting and making good the walls and floors, wherever required, all leads, lifts , levels and heights, including making all necessary connections all complete and as per the directions of Engineer.\nMake Hindware - Marina 508575 IV or equivalent & \nF740018 Wall Mixer with Hand Shower Arrangement or equivalent & \nF160055 hand shower or equivalent.		1	each
629	3.008	3.1.4 )Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, union & extension piece of required length and CP wall flange complete including cutting and making good the walls wherever required and as directed by the Engineer. All junctions shall be sealed with silicon sealant.: \nMake- Hindware10004 or equivalent & Hindware F100001 or equivalent
630	3.009	3.1.4.1 )White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap.		17	each
631	3.01	3.1.5 )Providing and fixing of Oval Wash Basin Over Counter Basin Round (41.5 cm dia.), union & extension piece of required length and CP wall flange complete including all fittings and accessories, cutting and making good the walls/floors wherever required and as directed by the Engineer. All junctions shall be sealed with silicon sealant. \nMake Hindware 10102 or equivalent		152	each
632	3.011	3.1.6 )Providing and fixing of 15 mm C.P brass pillar tap including 450mm long braided hose of approved make and quality, and as approved and directed by the Engineer, including all necessary fittings ,accessories & materials required for fixing.\nMake Hindware F100001 or equivalent		215	each
633	3.012	3.1.7 )Providing and fixing of Wash Basin Under Counter Fonte of size 610cmx460cmx150cm & star white colour, with union & extension piece of required length and CP wall flange complete including all fittings and accessories, cutting and making good the walls/floors wherever required and as directed by the Engineer. All junctions shall be sealed with silicon sealant. \nMake Hindware 91043 or equivalent		3	each
634	3.013	3.1.8 )Providing and fixing of 15 mm C.P brass pillar tap( Long neck & foam flow) & including all fittings and accessories complete \nMake F740002 or equivalent		3	each
635	3.014	3.1.9 )Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.\nHindware White 60005 or equivalent		84	each
636	3.015	3.1.10 )Providing and fixing universal angle valve with wall flange chrome finish urinal cock of approved quality and colour.\nMake Hindware F850068 or equivalent
637	3.016	3.1.10.1 )15 mm nominal bore, 80 mm long, 42 mm high and 30 mm wide with BSP female threads weighing not less than 48 gms		84	each
638	3.017	3.1.11 )Providing and fixing CP Bottle Trap for Wash basin and sink.
639	3.018	3.1.11.1 )Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the center of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms \nMake :- Hindware F850072 or equivalent		172	each
640	3.019	3.1.11.2 )Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the center of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms\nMake Hindware F850073 or equivalent		172	each
641	3.02	3.1.12 )Providing and Fixing 15 mm dia. two way CP brass bib cock with wall flange and ceramic disc cartridge complete , including cutting and making good the walls wherever required, making all necessary connections etc. All complete as directed by the Engineer.\nMake :- Hindware F100004QT or equivalent		157	each
642	3.021	3.1.13 )Supplying, Installing, Testing and Commissioning Health Faucet with 1200 mm Long CP Braided Hoses including connectors/wall hooks, adapters, GI nuts, bolts, washers, check nuts,C.P. brass two in one bib tap including necessary sleeve flanges, cock , angle valves and all other fittings/ accessories required for satisfactory installation complete. \nMake Hindware F160013 or equivalent		157	each
643	3.022	3.1.14 )Providing and fixing of 15mm nominal bore CP Brass Angle valve confirming to IS: 8931, for wash basins, water coolers, geyser points, etc of approved quality and as approved by and directed by the Engineer. \nMake Hindware F850030 or equivalent
644	3.023	3.1.14.1 )15 mm nominal bore		598	each
645	3.024	3.1.15 )Providing and fixing PVC Flexible Pipe connector with check nut and washer rubber ring for wash basin and sink and EWC cistern connection.\nMake Hindware or equivalent		598	each
646	3.025	3.1.16 )Providing and Fixing Chrome plated brass Liquid Soap Dispenser of approved make and quality, and as approved by the Engineer, including all necessary materials required for fixing. All complete as per directions of the Engineer.\nMake Hindware or equivalent.		168	each
647	3.026	3.1.17 )Providing and fixing toilet paper holder \nMake Hindware F880003 or equivalent
648	3.027	3.1.17.1 ) C.P. brass		157	each
649	3.028	3.1.18 )Providing & fixing of C.P. brass twin coat hook. fixed to PVC cleats with C.P. brass screws etc inclusive of all fittings for installation as complete\nMake Hindware (F880004)or equivalent\n		157	each
650	3.029	3.1.19 )Providing and fixing towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour.
651	3.03	3.1.19.1 )450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms\nMake Hindware-F880005 or equivalent		64	each
652	3.031	3.1.20 )Supplying and fixing of 110mm dia straight type syphon uPVC WC pan connecter with neoprene rubber ring and necessary accessories etc., complete		157	each
653	3.032	3.1.21 )Supply, erection & Commissioning in place of, Storage type WATER COOLER, with Purifier Capacity :120 Litres per hour inclusive of all fittings for installation as complete All complete as per directions of the Engineer-in-charge.		29	each
654	3.033	3.1.22 )Providing and fixing of RO Unit inclusive of all fittings for installation as complete All complete as per directions of the Engineer-in-charge.		5	each
655	3.034	3.1.23 )Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: \nMake:- Nirali elegance or Apollo AS28, AS5 or equivalent
656	3.035	3.1.23.1 ) Kitchen sink without drain board
657	3.036	610x510 mm bowl depth 200 mm		10	each
658	3.037	3.1.23.2 ) Kitchen sink with drain board
659	3.038	510x1040 mm bowl depth 250 mm		13	each
660	3.039	3.1.24 )Providing and fixing towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.\nMake :- Hindware F880007 or equivalent		23	each
661	3.04	3.1.25 ) Providing and fixing Soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms.\nMake:- Hindware -F880011 or equivalent		72	each
662	3.041	3.1.26 )Providing, fixing SS 20mm dia 1000 - 1200 mm long straight grab bar with flanges, fixed with SS screws complete for handicap toilet inclusive of all fittings for installation as complete\nMake:- Hindware F880005 or equivalent		28	each
663	3.042	3.1.27 )Providing and fixing of 15 mm dia wall mounted sink cock with mixer swivel spout inclusive of all fittings for installation as complete\nMake -Hindware F100023QT or equivalent		7	each
664	3.043	3.1.28 )Providing and fixing of 15 mm dia wall mounted sink cock with swivel spout inclusive of all fittings for installation as complete All complete as per directions of the Engineer-in-charge. \nMake :- Hindware F100024 or equivalent		15	each
665	3.044	3.1.29 )Providing and fixing of 15 mm dia wall mounted sink cock with Normal swinging spout inclusive of all fittings for installation as complete All complete as per directions of the Engineer-in-charge. \nMake :- Hindware F120021 or equivalent		1	each
666	3.045	3.1.30 )Providing and fixing Waste Coupling for wash basin and sink, of approved quality and colour \nMake : Hindware- F850023 or equivalent
667	3.046	3.1.30.1 )Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms		172	each
668	3.047	3.1.30.2 )Waste coupling 38 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms		100	each
669	3.048	3.1.31 )Supplying, installing, testing and commissioning of CP single lever mixer unit comprising of shower arm , exposed kit, diverter, spout, complete with necessary wall flanges, etc., complete All complete as per directions of the Engineer-in-charge.\n(Make :- Hindware Water Mixer F210012CP, Hindware F200028CP or equivalent)		64	each
670	3.049	3.1.32 )Providing and fixing C.P. brass Single lever Divertor with Hot and cold inlets and outlets for spout and overhead shower with cast brass concealed part for the divertor unit of approved quality conforming to Manufacturers standards. Work to be completed as approved and directed by the Engineer.\nMake-Hindware F440015 or equivalent		3	each
671	3.05	3.1.33 )Providing & fixing C.P. Bath Spout with washer conforming to Manufacturers Standards. Work to be completed as per of approved Quality and as directed by the Engineer.\nMake-Hindware - F440006 or equivalent		3	each
672	3.051	3.1.34 )Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet inclusive of all fittings for installation as complete: \nMake Hindware - F160004 or equivalent.
673	3.052	3.1.34.1 )100 mm diameter		64	each
674	3.053	3.1.35 )Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet inclusive of all fittings for installation as complete: \nMake Hindware F160041 or equivalent.
675	3.054	3.1.35.1 )200mm		3	each
676	3.055	3.1.36 )Providing and fixing of Instant Electric Geyser 3 L inclusive of all fittings for installation as complete. All complete as per directions of the Engineer-in-charge.		57	each
677	3.056	3.1.37 )Providing and fixing of Instant/storage Electric Geyser 10 L for Kitchen inclusive of all fittings for installation as complete. All complete as per directions of the Engineer-in-charge.		2	each
678	3.057	3.1.38 ) Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2\" BSP thread and shapes, weighing not less than 60 gms.\nMake Polytuf 1058 or equivalent		84	each
679	3.058	3.1.39 )Providing and fixing white vitrious China water closet squatting pan (Indian type W.C. pan) of approved make and quality with integral foot rests setting in cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 stone aggregate 20 mm nominal size), including providing and fixing of 100 mm ceramic deep seal/ sand cast Iron P or S trap, with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: \nMake Hindware 20070 or equivalent
680	3.059	3.1.40.1 )White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests		4	each
681	3.06	3.1.41 )Providing and fixing of CP Eye Wash fountain conforming to IS: 10592 with self closing foot operated with SS Bowl having inlet of 15mm dia, bottle trap and waste coupling with all accessories complete as approved and directed by the Engineer-in-charge.		1	each
682	3.061	3.2 )SOIL, WASTE, VENT AND RAIN WATER PIPES
683	3.062	Note: \"All the Non DSR items should be as per technical specifications with all the necessary accessories as required for complete installation\"
684	3.063	Building Internal Drainage System
685	3.064	3.2.1 )Supplying, Fixing and Testing uPVC pressure pipes (6 Kg/cm2) confirming to IS: 4985 for waste connection from wash basins and pantry sinks to floor trap/ anti syphonage pipe with solvent cement joints, including all the fittings, laid above false ceiling concealed in wall, etc., the work shall include wall chases and making good the same in cement mortar, etc., complete. The quoted rate should include necessary supports like GI hanger supports, GI grip bolts and GI clamps, etc., in false ceiling area as well as supplying and fixing GI slotted angle iron brackets, hangers, supports with necessary drilling holes to suit the insertion of pipe clamps, deburring, brickwork/ concrete supports etc., as per detailed drawing for supporting soil, waste and rain water pipes and water supply pipes in shafts with suitable GI clamps, GI bolts, anchor bolts, nuts and washers fixed on shaft walls outer walls, etc. The quoted rate shall include the cost of brackets galvanised with zinc alloy of 0.08 mm thick conforming to IS: 1239, etc., complete. \nThe Rate shall also be inclusive of two coats of painting synthetic enamel paint of approved colour over one coat of primer and pipe identification labels and technical specification.
686	3.065	3.2.1.1 )50 mm dia ID		210	metre
687	3.066	3.2.1.2 )40 mm dia ID		356	metre
688	3.067	3.2.2 )Supplying, Fixing and Testing uPVC soil, waste and vent pipes (SWR) confirming to IS: 13592 - 2013, and IS: 14735 Type B with rubber ring (confirming to IS: 5382) joint inclusive of all necessary specials like bends, tees, offsets, doorbends, junctions, cowls, etc., laid under floor/ fixed on walls, hung under the ceiling, and in pipe shafts, etc., complete. The quoted rate should include lead and lifting charges to all levels, necessary scaffolding and supports like hanger supports, grip bolts and clamps and making good the openings, etc. The rate should include supplying and fixing GI slotted angle iron brackets, hangers, supports with necessary drilling holes to suit the insertion of pipe clamps, deburring etc., as per detailed drawing for supporting soil, waste and rain water pipes and water supply pipes in shafts with suitable fabricated GI clamps, GI bolts, GI anchor bolts, GI nuts and GI washers fixed on shaft walls outer walls, brick work/ concrete supports, etc. The quoted rate shall include the cost of brackets galvanised with zinc alloy of 0.08 mm thick conforming to IS: 1239, etc. complete. \nThe Rate shall also be inclusive of 2 coats of painting synthetic enamel paint of approved colour over one coat of primer and pipe identification labels and technical specification.
689	3.068	3.2.2.1 )75 mm dia.		1199	metre
690	3.069	3.2.2.2 )110 mm dia.		2755	metre
691	3.07	3.2.3 ) 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,\nThe Rate shall also be inclusive of two coats of painting synthetic enamel paint of approved colour over one coat of primer and pipe identification labels and technical specification\n(i) Single socketed pipes
692	3.071	3.2.3.1 )75 mm diameter		391	metre
693	3.072	3.2.3.2 )110 mm diameter		323	metre
694	3.073	3.2.3.3 )160 mm diameter		500	metre
695	3.074	3.2.4 )Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.		67	each
696	3.075	3.2.5 ) Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete.		67	each
697	3.076	3.2.6 )Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,including cutting brick work\n160 mm Pipe		167	each
698	3.077	3.2.7 )Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,including cutting brick work\n100 mm Pipe		107	each
699	3.078	3.2.8 )Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,including cutting brick work\n75 mm Pipe		122	each
700	3.079	3.2.9 )Providing and fixing of CI parapet drain for balcony rain water disposal. The CI parapet hopper shall be provided with galvanized grating and SS screws Size 100 x 280 mm		86	each
701	3.08	3.2.10 )Supplying, Fixing and Testing uPVC Multi Floor Trap/ 'P' trap with SS grating with SS screw of size 125 mm x 125 mm, inlet 75 mm and outlet of 75 mm dia. bronze. Quoted rate shall include necessary uPVC pipe connector, extension pipe and reducing tee for waste pipe connections from wash and Kitchen area, etc. complete.		369	each
702	3.081	3.2.11 )Supplying, Fixing and Testing SS Floor Cleanout cover with SS ring and SS screws with SS screws of size 125 mm x 125 mm for 82 mm diameter uPVC. Quoted rate shall include necessary connector/ adapters for Soil/ Waste Pipe connections complete.		106	each
703	3.082	3.2.12 ) Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:
704	3.083	3.2.12.1 )100 mm inlet and 100 mm outlet
705	3.084	3.2.12.1.1 )Sand cast iron S&S as per IS: 3989		10	each
706	3.085	3.2.12.2 )100 mm inlet and 75 mm outlet
707	3.086	3.2.12.2.1 )Sand cast iron S&S as per IS - 3989		10	each
708	3.087	3.2.13 )Supplying, fixing and testing CI 'P' trap with stainless steel floor grating 125 x 125 mm size, inlet and outlet of 100 mm dia.. Quoted rate shall include necessary GI pipe hopper for waste Pipe connections from wash and Kitchen Areas etc., including necessary fittings complete.		5	each
709	3.088	3.2.14 )Supplying, fixing and testing uPVC floor trap (heavy duty hinged type) with brass CP frame & cover (150mm x 150mm). Trap of 100 mm dia. Inlet and 75 mm dia outlet with a seal of at least 23 mm for waste from wash basins and shower fixed on a bed of cement concrete etc.,		142	each
710	3.089	3.2.15 )Supplying, Installing, testing & Commissioning UPVC Vent cowl as per IS 14735.
711	3.09	3.2.15.1 )75 mm Diameter		19	each
712	3.091	3.2.15.2 )100 mm Diameter		66	each
713	3.092	3.2.16 )Providing and fixing ,jointing with lead free sealant for soil, waste and vent pipes including fittings etc for canteen kitchen drainage only :
714	3.093	3.2.16.1 )Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
715	3.094	100 mm dia		20	metre
716	3.095	3.2.16.2 ) Centrifugally cast (spun) iron socketed pipe as per IS: 3989
717	3.096	75 mm diameter		40	metre
718	3.097	3.3 )INTERNAL BUILDING WATER SUPPLY SYSTEM
719	3.098	Note: \"All the Non DSR items should be as per technical specifications with all the necessary accessories as required for complete installation\"
720	3.099	3.3.1 )Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge.
721	3.1	Concealed work, including cutting chases and making good the walls, etc
722	3.101	NOTE: The pipe of sizes 50mm & below shall be of SDR-11 Class and pipe of sizes 65mm & above shall be of Sch-40.
723	3.102	3.3.1.1 )15 mm nominal outer dia pipes		801	metre
724	3.103	3.3.1.2 )20 mm nominal outer dia pipes		701	metre
725	3.104	3.3.1.3 )25 mm nominal outer dia pipes		381	metre
726	3.105	3.3.1.4 )32 mm nominal outer dia pipes		70	metre
727	3.106	3.3.1.5 )40 mm nominal outer dia pipes		10	metre
728	3.107	3.3.2 )Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) Pipes, 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 the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer.\nThe Rate shall also be inclusive of two coats of painting synthetic enamel paint of approved colour over one coat of primer and pipe identification labels and technical specification.
729	3.108	Internal Work - Exposed on wall
730	3.109	NOTE: The pipe of sizes 50mm & below shall be of SDR-11 Class and pipe of sizes 65mm & above shall be of Sch-40.
731	3.11	3.3.2.1 )15 mm nominal outer dia pipes		350	metre
732	3.111	3.3.2.2 )20 mm nominal outer dia pipes		860	metre
733	3.112	3.3.2.3 )25 mm nominal outer dia pipes		720	metre
734	3.113	3.3.2.4 )32 mm nominal outer dia pipes		500	metre
735	3.114	3.3.2.5 )40 mm nominal outer dia pipes		415	metre
736	3.115	3.3.2.6 )50 mm nominal outer dia pipes		270	metre
737	3.116	3.3.2.7 )65 mm nominal outer dia pipes		620	metre
738	3.117	3.3.2.8 )80 mm nominal outer dia pipes		40	metre
739	3.118	3.3.3 )Supplying and wrapping closed cell nitrile rubber armaflex 6mm thick tape for concealed piping & 19 mm thick tube for exposed piping for hot water pipes thermal insulation for toilet internals / roof as per manufacturer's instruction. The exposed pipes on roof shall be protected with aluminum cladding of 24 gauge sheet.
740	3.119	3.3.3.1 )15 mm dia		105	metre
741	3.12	3.3.3.2 )20 mm dia		65	metre
742	3.121	3.3.3.3 )25 mm dia		140	metre
743	3.122	3.3.3.4 )32 mm dia		100	metre
744	3.123	3.3.3.5 )40 mm dia		25	metre
745	3.124	3.3.4 )Supplying, Installing and Testing approved make forged brass ball valves full bore, thread conforming to IS: 1703 with all necessary fittings & accessories i.e, unions, connectors, adapters, PTFE tape etc., complete as directed & specified.
746	3.125	3.3.4.1 ) 15 mm nominal bore		2	each
747	3.126	3.3.4.2 ) 20 mm nominal bore		209	each
748	3.127	3.3.4.3 ) 25 mm nominal bore		157	each
749	3.128	3.3.4.4 ) 32 mm nominal bore		65	each
750	3.129	3.3.4.5 ) 40 mm nominal bore		50	each
751	3.13	3.3.4.6 ) 50 mm nominal bore		53	each
752	3.131	3.3.7 )Providing and fixing C.I. butterfly valves , water end type class PN 1.6 as per I.S:13095 or BS:5155 with integrally moulded linear of nitrile or EPDM, SS Disc and lever operated including necessary nuts, bolts, gaskets, flanges etc. All complete and as per the directions of the Engineer
753	3.132	3.3.7.1 )80 mm dia		9	each
754	3.133	3.3.7.2 )65 mm dia		37	each
755	3.134	3.3.8 )Providing & fixing Auto Air vent for cold water supply risers, suitable for pressure not less than 15 Kg/Sq.cm. including all accessories for satisfactory installation with necessary connecting 'fittings like valves, flanges, nuts and bolts etc., complete.
756	3.135	3.3.8.1 )20 mm dia		76	each
757	3.136	3.3.9 )Providing, fixing , testing and commissioning Digital Water Meter with all necessary fitting such as communication cable , threaded pieces, unions pressure gauge, isolation cock, flanges piece for future removal, flanges / unions complete with all necessary testing charges and obtaining test certificates from municipal authorities, on following size pipe lines (1 each strainer shall be provided at inlet, 2 nos isolation valves at inlet & outlet, 1 no NRV on outlet including concrete meter chamber with frames & cover / aluminum 22 gauges housing with cover & lock for internal meters. The meter shall comply to ISO 4064 standard, feasible for class B or Class A installation. Water meter shall communicate with DDC or PLC through open communication protocol such as RS-485, MODBUS, BACnet etc. Item including all accessories for satisfactory installation complete
758	3.137	3.3.9.1 )25mm dia		14	each
759	3.138	3.3.9.2 )40mm dia		8	each
760	3.139	3.3.9.3 )50 mm dia		2	each
761	3.14	3.3.9.4 )65 mm dia		2	each
762	3.141	3.3.10 )Constructing masonry chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand :10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:
763	3.142	3.3.10.1 )With common burnt clay F.P.S. (non modular ) bricks of class designation 7.5		26	each
764	3.143	3.3.11 )Supplying, Installing, testing & Commissioning pressure reducing station for cold water supply comprising of 2 Nos Gun Metal ball valves on inlet & outlet, 1 No pressure reducing valve with flanged connection, 1 No. `Y' strainer, 2 Nos Pressure gauge on inlet & outlet, and 1 No. 15 mm dia safety valve. The complete system is tested to a pressure not less than 15 Kg/Sq.cm and suitable to reduce the pressure up to 3 Kg/Sq.cm) Including flanges/ unions, nuts, bolts and washers complete as required.
765	3.144	3.3.11.1 )25 mm dia (Brass Housing - PRV)		4	each
766	3.145	32 mm dia (Brass Housing - PRV)		2	each
767	3.146	40 mm dia (Brass Housing - PRV)		2	each
768	3.147	3.3.11.2 )50 mm dia (CI Housing - PRV)		4	each
769	3.148	3.3.12 )Supplying, Installing, testing & Commissioning in position electrically operated level sensor based solenoid valve with level electroeds for water tank inlet as shown in drawing & specified in specification including weather proof housing, control panel, isolator, cables, accessories etc complete. Item including all accessories for satisfactory installation complete
770	3.149	3.3.12.1 )25mm dia		15	each
771	3.15	3.3.12.2 )40mm dia		10	each
772	3.151	3.3.12.3 )50 mm dia		6	each
773	3.152	3.3.12.4 )65 mm dia		2	each
774	3.153	3.4 )PLANT ROOM
775	3.154	3.4.1 )Domestic Water Transfer Pumpset\nSupply, Installation, Testing And Commissioning of Compact Self Contained Skid Water Transfer System as follows:		1	Set
776	3.155	(a) In-Line, Vertical Multistage, centrifugal pumps with with suitable TEFC squirrel cage induction motor working on three phase 50 Hz ± 3%, 415V± 10% along with base frame, coupling guard, foundation bolts etc. complete set as per relevant IS and following MOC, Impellar and wearing ring - Bronze, shaft with sleeves - SS, Casing - CI, Base frame - MS.
777	3.156	(Contractor to submit performance curves and technical catalogue of the proposed model for review and information).
778	3.157	(b) The pump shall be selected for performance at best efficiency point. However, the pump selection shall be suitable for performance with set point @ + 20% of the rated head.
779	3.158	Nos. of Pumps: 3 (2 No Working + 1 No Stand By)
780	3.159	Water Flow Rate: 3.75 LPS
781	3.16	Head: 50 M
782	3.161	Purpose: Domestic
783	3.162	(c) Complete Skid mounted Electrical Control Panel comprising of all accessories such as float switches, control wiring, pressure switches and any other necessary imports, compatible with BMS with ethernet provision and earthing connection to main earth grid etc (list to be provided by the Contractor). Pumps shall have dry run protection & high/ low level alarm. Each pumps shall have starters.
784	3.163	(d) Accessories for each pump like NRVs on delivery header, isolating valves on suction & delivery header, pressure gauge, MS base frame (Synthetic enamel painted over a coat of primer), foundation bolts etc. complete.
785	3.164	(e) Precharged diaphram pressure vessel (of suitable capacity as per pump manufacturer) with food grade membrane, charging connection, connected to outlet header with necessary matching flanges, gaskets, isolating valves, nuts / bolts etc complete. Tank shall be epoxy painted for greater protection against atmospheric elements .
786	3.165	(f) All pumps shall be alternate in operation/stand-by, accordingly pump vendor to provide logic control.
787	3.166	3.4.2 )Drinking Water Transfer Pumpset\nSupply, Installation, Testing And Commissioning of Compact Self Contained Skid Water Transfer System as follows:		1	Set
788	3.167	(a) In-Line, Horizontal/Vertical Multistage, centrifugal pumps with with suitable TEFC squirrel cage induction motor working on three phase 50 Hz ± 3%, 415V± 10% along with base frame, coupling guard, foundation bolts etc. complete set as per relevant IS and following MOC, Impellar and wearing ring - Bronze, shaft with sleeves - SS, Casing - CI, Base frame - MS.
789	3.168	(Contractor to submit performance curves and technical catalogue of the proposed model for review and information).
790	3.169	(b) The pump shall be selected for performance at best efficiency point. However, the pump selection shall be suitable for performance with set point @ + 20% of the rated head.
791	3.17	Nos. of Pumps: 2 ( 1 No Working + 1 No Stand By)
792	3.171	Water Flow Rate:1. 5 LPS
793	3.172	Head: 50 M
794	3.173	Purpose: Domestic
795	3.174	(c) Complete Skid mounted Electrical Control Panel comprising of all accessories such as float switches, control wiring, pressure switches and any other necessary imports, compatible with BMS with ethernet provision and earthing connection to main earth grid etc (list to be provided by the Contractor). Pumps shall have dry run protection & high/ low level alarm. Each pumps shall have starters.
796	3.175	(d) Accessories for each pump like NRVs on delivery header, isolating valves on suction & delivery header, pressure gauge, MS base frame (Synthetic enamel painted over a coat of primer), foundation bolts etc. complete.
797	3.176	(e) Precharged diaphram pressure vessel (of suitable capacity as per pump manufacturer) with food grade membrane, charging connection, connected to outlet header with necessary matching flanges, gaskets, isolating valves, nuts / bolts etc complete. Tank shall be epoxy painted for greater protection against atmospheric elements .
798	3.177	(f) All pumps shall be alternate in operation/stand-by, accordingly pump vendor to provide logic control.
799	3.178	3.4.3 )Raw Water Transfer Pumpset (From tank to WTP)\nSupply, Installation, Testing And Commissioning of Compact Self Contained Skid Water Transfer System as follows:		1	Set
800	3.179	(a) In-Line, Vertical Multistage, centrifugal pumps with with suitable TEFC squirrel cage induction motor working on three phase 50 Hz ± 3%, 415V± 10% along with base frame, coupling guard, foundation bolts etc. complete set as per relevant IS and following MOC, Impellar and wearing ring - Bronze, shaft with sleeves - SS, Casing - CI, Base frame - MS.
801	3.18	(Contractor to submit performance curves and technical catalogue of the proposed model for review and information).
802	3.181	(b) The pump shall be selected for performance at best efficiency point. However, the pump selection shall be suitable for performance with set point @ + 20% of the rated head.
803	3.182	Nos. of Pumps: 3 (2 No Working + 1 No Stand By)
804	3.183	Water Flow Rate: 3.5 LPS
805	3.184	Head: 20 M
806	3.185	Purpose: Domestic
807	3.186	(c) Complete Skid mounted Electrical Control Panel comprising of all accessories such as float switches, control wiring, pressure switches and any other necessary imports, compatible with BMS with ethernet provision and earthing connection to main earth grid etc (list to be provided by the Contractor). Pumps shall have dry run protection & high/ low level alarm. Each pumps shall have starters.
808	3.187	(d) Accessories for each pump like NRVs on delivery header, isolating valves on suction & delivery header, pressure gauge, MS base frame (Synthetic enamel painted over a coat of primer), foundation bolts etc. complete.
809	3.188	(e) Precharged diaphram pressure vessel (of suitable capacity as per pump manufacturer) with food grade membrane, charging connection, connected to outlet header with necessary matching flanges, gaskets, isolating valves, nuts / bolts etc complete. Tank shall be epoxy painted for greater protection against atmospheric elements .
810	3.189	(f) All pumps shall be alternate in operation/stand-by, accordingly pump vendor to provide logic control.
811	3.19	3.4.4 )Flushing Water Transfer Pumpset\nSupply, Installation, Testing And Commissioning of Compact Self Contained Skid Water Transfer System as follows:		1	Set
812	3.191	(a) In-Line, Vertical Multistage, centrifugal pumps with with suitable TEFC squirrel cage induction motor working on three phase 50 Hz ± 3%, 415V± 10% along with base frame, coupling guard, foundation bolts etc. complete set as per relevant IS and following MOC, Impellar and wearing ring - Bronze, shaft with sleeves - SS, Casing - CI, Base frame - MS.
813	3.192	(Contractor to submit performance curves and technical catalogue of the proposed model for review and information).
814	3.193	(b) The pump shall be selected for performance at best efficiency point. However, the pump selection shall be suitable for performance with set point @ + 20% of the rated head.
815	3.194	Nos. of Pumps: 3 (2 No Working + 1 No Stand By)
816	3.195	Water Flow Rate: 3.75 LPS
817	3.196	Head: 50 M
818	3.197	Purpose: Flushing
819	3.198	(c) Complete Skid mounted Electrical Control Panel comprising of all accessories such as float switches, control wiring, pressure switches and any other necessary imports, compatible with BMS with ethernet provision and earthing connection to main earth grid etc (list to be provided by the Contractor). Pumps shall have dry run protection & high/ low level alarm. Each pumps shall have starters.
820	3.199	(d) Accessories for each pump like NRVs on delivery header, isolating valves on suction & delivery header, pressure gauge, MS base frame (Synthetic enamel painted over a coat of primer), foundation bolts etc. complete.
821	3.2	(e) Precharged diaphram pressure vessel (of suitable capacity as per pump manufacturer) with food grade membrane, charging connection, connected to outlet header with necessary matching flanges, gaskets, isolating valves, nuts / bolts etc complete. Tank shall be epoxy painted for greater protection against atmospheric elements .
822	3.201	(f) All pumps shall be alternate in operation/stand-by, accordingly pump vendor to provide logic control.
823	3.202	3.4.5 )Terrace booster pump set \nSupply, Installation, Testing And Commissioning of Compact Self Contained Skid Water Transfer System as follows:		3	Set
824	3.203	(a) In-Line, Vertical Multistage, centrifugal pumps with with suitable TEFC squirrel cage induction motor working on three phase 50 Hz ± 3%, 415V± 10% along with base frame, coupling guard, foundation bolts etc. complete set as per relevant IS and following MOC, Impellar and wearing ring - Bronze, shaft with sleeves - SS, Casing - CI, Base frame - MS.
825	3.204	(Contractor to submit performance curves and technical catalogue of the proposed model for review and information).
826	3.205	(b) The pump shall be selected for performance at best efficiency point. However, the pump selection shall be suitable for performance with set point @ + 20% of the rated head.
827	3.206	Nos. of Pumps: 2 (1 No Working + 1 No Stand By)
828	3.207	Water Flow Rate: 55 LPM
829	3.208	Head: 10 M
830	3.209	Purpose:Terrace Booster pump
831	3.21	(c) Complete Skid mounted Electrical Control Panel comprising of all accessories such as float switches, control wiring, pressure switches and any other necessary imports, compatible with BMS with ethernet provision and earthing connection to main earth grid etc (list to be provided by the Contractor). Pumps shall have dry run protection & high/ low level alarm. Each pumps shall have starters.
832	3.211	(d) Accessories for each pump like NRVs on delivery header, isolating valves on suction & delivery header, pressure gauge, MS base frame (Synthetic enamel painted over a coat of primer), foundation bolts etc. complete.
833	3.212	(e) Precharged diaphram pressure vessel (of suitable capacity as per pump manufacturer) with food grade membrane, charging connection, connected to outlet header with necessary matching flanges, gaskets, isolating valves, nuts / bolts etc complete. Tank shall be epoxy painted for greater protection against atmospheric elements .
834	3.213	(f) All pumps shall be alternate in operation/stand-by, accordingly pump vendor to provide logic control.
835	3.214	3.4.5 )Irrigation Water Transfer Pumpset\nSupply, Installation, Testing And Commissioning of Compact Self Contained Skid Water Transfer System as follows:		1	Set
836	3.215	(a) In-Line, Vertical Multistage, centrifugal pumps with with suitable TEFC squirrel cage induction motor working on three phase 50 Hz ± 3%, 415V± 10% along with base frame, coupling guard, foundation bolts etc. complete set as per relevant IS and following MOC, Impellar and wearing ring - Bronze, shaft with sleeves - SS, Casing - CI, Base frame - MS.
837	3.216	(Contractor to submit performance curves and technical catalogue of the proposed model for review and information).
838	3.217	(b) The pump shall be selected for performance at best efficiency point. However, the pump selection shall be suitable for performance with set point @ + 20% of the rated head.
839	3.218	Nos. of Pumps: 2 (1 No Working + 1 No Stand By)
840	3.219	Water Flow Rate: 8.7 LPS
841	3.22	Head: 35 M
842	3.221	Purpose: Landscape
843	3.222	(c) Complete Skid mounted Electrical Control Panel comprising of all accessories such as float switches, control wiring, pressure switches and any other necessary imports, compatible with BMS with ethernet provision and earthing connection to main earth grid etc (list to be provided by the Contractor). Pumps shall have dry run protection & high/ low level alarm. Each pumps shall have starters.
844	3.223	(d) Accessories for each pump like NRVs on delivery header, isolating valves on suction & delivery header, pressure gauge, MS base frame (Synthetic enamel painted over a coat of primer), foundation bolts etc. complete.
845	3.224	(e) Precharged diaphram pressure vessel (of suitable capacity as per pump manufacturer) with food grade membrane, charging connection, connected to outlet header with necessary matching flanges, gaskets, isolating valves, nuts / bolts etc complete. Tank shall be epoxy painted for greater protection against atmospheric elements .
846	3.225	(f) All pumps shall be alternate in operation/stand-by, accordingly pump vendor to provide logic control.
847	3.226	3.4.6 )Submersible Storm Water / Dewatering Pumps: Centrifugal Non-clog Water Pumps\nSupply, Installation, Testing and Commissioning of continuous duty submersible centrifugal non-clogging storm water pumps complete with 3 phase motor with all necessary protection and mechanical seal, etc. Pumps shall have dry run protection & high/low level alarm. Pumps shall be supplied with 2 Nos float switches & electrical control panels with cables & accessories for auto/ manual mode operation complete as specified & directed by Engineer/ Owner.\nContractor shall submit proposed pump model with duty curve.
848	3.227	3.4.6.1 )Solid Handling : 10-12 mm\nPurpose : Pump Room Surface Drainage & WTP to storm water drain\nMOC : Stainless Steel\nFlow rate : 5 LPS\nHead : 15 Mts\nPumps :- 1W+1S		2	Set
849	3.228	3.4.6.2 )Solid Handling : 10-12 mm\nPurpose : Excess STP water to storm water drain\nMOC : Stainless Steel \nFlow rate : 10 LPS\nHead : 15 Mts \nPumps :- 1W+1S		1	Set
850	3.229	3.4.7 )Supplying, Installing, testing & Commissioning Capacitance Type Electronic level Indicator for Raw Water, Domestic, Drinking & Flushing Water Tanks each consisting of level sensor, cable and panel mounted level indicator complete.		19	Set
851	3.23	3.4.8 )Supplying, Installing, testing & Commissioning Capacitive type level controller consisting of level sensors / float switch, side mounted or top mounted as per detail design stilling pipe cables for Raw Water Tanks, Drinking tank, Flushing Water Tank, Sumps & Overhead Water Tanks etc complete		34	Set
852	3.231	3.4.9 )Providing and fixing heavy duty G.I. pipe(For suction & delivery of pumps and equipment) conforming to IS: 1239 up to 150 mm diameter and IS: 3589 for 200 mm diameter and above, including reducers, tees, flanges, elbows, crosses, unions, etc and fixing of pipes on wall / ceiling / beam / floor including clamping / supporting the same as per the direction of Engineer, and shall be duly painted with two coats of approved quality synthetic enamel paint and shade over a readymix primer coat complete as required and as per the directions of the Engineer for the following sizes:
853	3.232	3.4.9.1 )150 NB (G.I)		6	metre
854	3.233	3.4.9.2 )100 NB (GI)		24	metre
855	3.234	3.4.9.3 )80 NB (GI)		12	metre
856	3.235	3.4.9.4 )65 NB (GI)		12	metre
857	3.236	3.4.9.5 )50 NB (GI)		6	metre
858	3.237	3.4.10 )Supplying, Installing, testing & Commissioning manually operated cast Iron sluice valve P.N 10 as per IS 14846 with necessary connecting 'fittings like flanges, nuts and bolts etc., complete.
859	3.238	3.4.10.1 )150 NB (CI)		2	each
860	3.239	3.4.10.2 )100 NB (CI)		2	each
861	3.24	3.4.10.3 )80 NB (CI)		1	each
862	3.241	3.4.11 )Supplying, Installing, testing & Commissioning manually operated Butterfly Valve P.N 10 as per IS 13095 with necessary connecting 'fittings like flanges, nuts and bolts etc., complete.
863	3.242	3.4.11.1 )100 NB (CI)		10	each
864	3.243	3.4.11.2 )80 NB (CI)		4	each
865	3.244	3.4.11.3 )65 NB (CI)		6	each
866	3.245	3.4.12 )Supplying, Installing, testing & Commissioning CI Non Return Valve P.N 10 as per IS 5312 with necessary connecting 'fittings like flanges, nuts and bolts etc., complete.
867	3.246	3.4.12.1 )100 NB (CI)		12	each
868	3.247	3.4.12.2 )80 NB (CI)		10	each
869	3.248	3.4.12.3 )65 NB (CI)		4	each
870	3.249	3.4.12.4 )50 NB (CI)		2	each
871	3.25	3.4.13 )Supplying, Installing, testing & Commissioning Pressure Gauges on discharge line of each raw water pump with ball valve. Item including all accessories for satisfactory installation complete		4	each
872	3.251	3.4.14 )Supplying, Installing, testing & Commissioning cast iron Strainer P.N 10 with necessary connecting 'fittings like flanges, nuts and bolts etc., complete.
873	3.252	3.4.14.1 )150 NB (CI)		2	each
874	3.253	3.4.14.2 )100 NB (CI)		2	each
875	3.254	3.4.14.3 )80 NB (CI)		4	each
876	3.255	3.4.15 )560 mm diameter D.I. cover with hinged frame (light duty) the weight of the cover to be not less than 38 kg (A-15) LDfor underground tanks		34	each
877	3.256	3.4.16 )Providing and fixing in position of approved quality high pressure rated Gun Metal Float Valve with copper ball float and brass rods of required length suitable for test pressure of not less than 10 Kg/sqcm of the following sizes:r Item including all accessories for satisfactory installation complete
878	3.257	3.4.16.1 )50 mm		5	each
879	3.258	3.4.16.2 )25 mm		3	each
880	3.259	3.5 )CIVIL WORK
881	3.26	3.5.1 )Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but with fittings.
882	3.261	Circular tank
883	3.262	3.5.1.1 )200 litres		8	each
884	3.263	500 litres		4	each
885	3.264	3.5.1.2 )1000 litres		5	each
886	3.265	3.5.1.3 )1500 litres		1	each
887	3.266	3.5.1.4 )2000 litres		1	each
888	3.267	3.5.1.5 )3000 litres		2	each
889	3.268	3.5.1.6 )4000 litres		1	each
890	3.269	3.5.1.7 )15000 litres		1	each
891	3.27	3.5.1.8 )25000 litres		1	each
892	3.271	3.5.2 )Rubber Sheet 5 mm thick below Overhead water tank		105	sqm
893	3.272	3.5.3 )PVC Male & female connector with rubber gasket and necessary fittings for water tanks inlet, outlet, drain , overflow etc. shall be mosquitoes proof wherever required Item including all accessories for satisfactory installation complete
894	3.273	3.5.3.1 )25 mm dia		44	each
895	3.274	3.5.3.2 )32 mm dia		5	each
896	3.275	3.5.3.3 )40 mm dia		16	each
897	3.276	3.5.3.4 )50 mm dia		34	each
898	3.277	3.5.3.5 )65 mm dia		17	each
899	3.278	3.5.3.6 )80 mm dia		1	each
900	3.279	3.5.4 )Providing and fixing vent pipe of 80mm dia CPVC medium duty pipe comprising of two bends and brass mosquito proof mesh including all leads, lifts , levels and heights, painting of all the pipes and fittings with synthetic enamel paint in two coats. All complete as per the directions of EIC.		29	Set
901	3.28	3.5.8 )Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the\nbend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement\nconcrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.		280	each
902	3.281	3.5.9 )Providing and fixing 600 mm long MS hot dip galvanized Puddle Flange ANSI B 16.5, 150# fabricated out of 6 mm thick MS plates of suitable size and pipe shall be confirming to IS:1239 heavy class pipes properly fixed in walls / top slab of tanks. The entire fittings shall be hot dipped galvanized after fabrication. Length shall be minimum 600 mm or wall thickness plus 200 mm on either side (which ever is more). Inclusive of all blank flanges as per detail design .Each Puddle shall be flanged on outer side for connection of pipe / fittings all complete as per directions of Engineer-In-Charge.
903	3.282	3.5.9.1 ) 250mm dia.		5	each
904	3.283	3.5.9.2 )200mm dia.		4	each
905	3.284	3.5.9.3 )150mm dia.		15	each
906	3.285	3.5.9.4 )100mm dia.		22	each
907	3.286	3.5.9.5 )80mm dia.		14	each
908	3.287	3.5.9.6 )65mm dia.		26	each
909	3.288	3.5.9.7 )50mm dia.		42	each
910	3.289	3.5.9.8 )40mm dia.		13	each
911	3.29	3.5.9.9 )25mm dia.		29	each
912	3.291	3.5.10 )Providing and fixing of 0.8 mtr long vent pipe of 100mm dia GI medium duty pipe comprising of two bends and brass mosquito proof mesh including all leads, lifts , levels and heights, painting of all the pipes and fittings with synthetic enamel paint in two coats. All complete as per the directions of EIC.		20	each
913	3.292	3.5.11 )Providing and fixing sump pump covers of G.I. Chequered plate 4.5 mm thick with openable handles on to M.S. Hot Dip Galvanized angle frame.		10	sqm
914	3.293	3.5.12 )Supplying & fixing hot dip galvanized channel steel grating 150 mm wide & 1000 mm long (outside dimension) fabricated from MS flat bar 25 mm wide 3 mm thick, weight of grating per meter shall be not less than 4.1 kgs, complete as specified, shown in drawings and directed as per instruction of client.		100	each
915	3.294	3.5.13 )Supplying & fixing hot dip galvanized steel angle 30 mm x 3 mm (thick) including anchor at 1.5 meter spacing complete as specified, shown in drawings and directed as per instruction of client.		200	metre
916	3.295	3.6 )ELECTRICAL INSTALLATION FOR WATER SUPPLY SYSTEM
917	3.296	3.6.1 )Fabrication, supplying, installation, testing & commissioning of electrical control panel of cubical construction, floor mounted type fabricated out of 2mm Thick CRCA sheet, compartmentalized with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, inter-connection, having switchgears and accessories mounting and internal wiring, earth terminals, numbering, etc., complete in all respects suitable for operation on 415 V, 3 phase, 50 Hz. AC supply with enclosure protection class IP 52 as required. Including supply installation , termination testing & Commissioning of power and control cables as per specification. The panel shall be Form 3B type. The paint shade shall be of Shade RAL 7032/Shade 631 of IS 5\nPlease refer the attached SLD 10106D-EL-4000-AU-41904
918	3.297	3.6.2 )Common Panel In Plumbing panel		1	Lot
919	3.298	(I) Incomer
920	3.299	125 Amps. TPN MCCB 16kA/1 SEC, MICROPROCESSOR BASED WITH INBUILT S/C, E/F, O/L, RELEASES
921	3.3	Multifunction meter Cl 1 with the CT's
922	3.301	Set of 3 Phase LED indicating lamp. With MPCB and PT / control Transformer with MPCB.
923	3.302	Set of Al.bus bar 125Amps.
924	3.303	MCC inclusive of pushbuttons, selector switches etc.
925	3.304	(ii) Outgoing.
926	3.305	a) 63 Amps 16kA/1 SEC, FIXED TYPE WITH MICROPROCESSOR BASED WITH INBUILT O/L, S/C, E/F, AND Multifunction meter Cl 1 with the CT's, Set of 3 Phase LED indicating lamp - Quantity as mentioned in SLD 10106D-EL-4000-AU-41904
927	3.306	b) 32 Amps 16kA/1 SEC, FIXED TYPE WITH MICROPROCESSOR BASED WITH INBUILT O/L, S/C, E/F, AND Multifunction meter Cl 1 with the CT's, Set of 3 Phase LED indicating lamp - Quantity as mentioned in SLD 10106D-EL-4000-AU-41904
928	3.307	e) Spare panels as mentioned in SLD 10106D-EL-4000-AU-41904
929	3.308	3.6.3 )LT POWER / CONTROL CABLES
930	3.309	1100 Voltage grade, Multistranded Aluminium/Copper conductor, PVC/XLPE insulated, inner & outer extruded, inner and outer PVC sheathed, galvanised steel Flat strip/round wire ARMOURED Power/Control cables of following sizes to be laid overhead inside cable trays from Plumbing panel to equipments. Miscellaneous items such as clamp, cleat cable tags etc. as well as cable trays with necessary supports are included in the scope. Removal of empty drums as instructed by Client is included in the scope (Cabling shall be done as per TCE Tender specifications, M2 drawings, Single line diagram ). Typical Cable sizes are indicated in 415V SLD
931	3.31	Power cables from Plumbing panel to Hydropneumatic skids\nPower cables from Plumbing panel to Local starter panel of Borewell pumps\nPower cables from Local starter panels to Borewell pump\nAny other cables required to complete Plumbing System in all respects.\nEstimated Cable Sizes (For details, refer enclosed 415 V SLD)
932	3.311	3.6.3.1 )4C X 10 sq mm 2XWY		725	metre
933	3.312	3.6.3.2 )4C X 4 sq mm 2XWY		50	metre
934	3.313	3.6.3.3 )4C X 2.5 sq mm 2XWY (Cu. Conductor control cable with FRLS PVC outer sheath as per requirement)		50	metre
935	3.314	3.6.4 )LT CABLE TERMINATION\nCable terminations for XLPE insulated, PVC sheathed, 1.1 kV, Armoured Aluminium/copper conductor, power/control cables including stripping of cable insulation, supply and fixing of aluminum lugs for aluminum cables and tinned plated Copper lugs for copper cables and crimping the same to the conductor, supply and fixing of Double compression cable glands for below cable sizes as required. \n1100 Voltage grade, Multistranded Aluminium/Copper conductor, XLPE insulated, inner and outer PVC sheathed, galvanised steel flat strip/round wire ARMOURED Power cables.
936	3.315	Estimated Cable Terminations (For details refer enclosed 415 V SLD)
937	3.316	3.6.4.1 )4C X 10 sq mm 2XWY		18	each
938	3.317	3.6.4.2 )4C X 4 sq mm 2XWY		4	each
939	3.318	3.6.4.3 )4C X 2.5 sq mm 2XWY (Cu. Conductor control cable with FRLS PVC outer sheath as per requirement)		2	each
940	3.319	3.6.5 )CABLE TRAYS AND COVERS
941	3.32	3.6.5.1 )Readymade 2500mm standard length, prefabricated , Ladder/perforated cable tray from 14 SWG MS sheet and then hot dip galvanised (with minimum thickness of 70 microns), of following sizes and associated accessories such as coupler plates, tees, elbow etc.50mm side flanges for perforated tray & 75mm side flanges for ladder type cable trays shall be provided on both sides of the tray. Sizes of cable trays to be decided by Bidder. Support for cable trays , Panel/DBs included in scope. \nNOTE: The rates shall be inclusive of bends / tees / cable markers etc.
942	3.321	3.6.5.1.1 )450mm width Ladder tray		50	metre
943	3.322	3.6.5.1.2 )300mm Ladder tray		20	metre
944	3.323	3.6.5.1.3 )150mm width Perforated tray		100	metre
945	3.324	3.6.5.1.4 )75mm width Perforated tray		20	metre
946	3.325	3.6.5.2 )Readymade 2500mm standard length, prefabricated G. I. Cover (suitable for both ladder and perforated cable trays) from 14 SWG MS sheet and then hot dip galvanized for the following tray size & associated accessories such as coupler plates, tees, elbows etc. 25mm side flange shall be provided.
947	3.326	3.6.5.2.1 )450mm width Ladder tray		10	metre
948	3.327	3.6.5.2.2 )300mm Ladder tray		10	metre
949	3.328	3.6.5.2.3 )150mm width Perforated tray		100	metre
950	3.329	3.6.5.2.4 )75mm width Perforated tray		20	metre
951	3.33	3.6.5.3 )Cable tray supports, supporting frame for mounting of Swgr. Pnl. / control panels, etc. The supports shall be painted with 2 coats of red oxide primer and 2 coats of aluminum paint. Type of structural items required shall be ISMC 100, ISMC 75,ISA 50x50x6mm, ISA 65x65x6,ISA 40x40x3, MS plate 6mm, MS plate 10 mm or any other size as per requirement		1	tonne
952	3.331	3.6.6 )EARTHING SYSTEM
953	3.332	Earthing system including supply, installation, testing and commissioning of G.I earthing strips/wires of following sizes to be laid in cable trays/on wall including jointing by welding, connecting to equipment, painting to welded portions by black bitumen paint .Necessary hardware is included in the scope. This includes earthing for Plumbing system equipments as per latest version of IS 3043. For outdoor areas excavation, backfilling and removal of excess soil etc. is included in scope.
954	3.333	3.6.6.1 )50 X 6 mm G.I. STRIP		20	metre
955	3.334	3.6.6.2 )25 X 6 mm G.I. STRIP		20	metre
956	3.335	3.6.6.3 )8 SWG GI WIRE		20	metre
957	3.336	3.7 )HOT WATER SYSTEM
958	3.337	3.7.1 )Solar Hot Water System\nDesign, supply, installation, testing & commissioning solar hot water system in position, Aligning to correct position as per drawing, finishing, sealing, testing and commissioning of the approved make Solar Hot Water System confirming to IS 12933.
959	3.338	The scope for Solar system (Evacuated Tube Collector type) with ISI marked includes 125 Litre each thermosyphon/Forced flow system Collectors having insolation surface area 2.2 Sq. Mtrs., as per IS: 12933 of Bureau of Indian Standards, all gaskets and gromets, M.S. vertical stand and base plate with two coats of primer and two coats of rubber paint, bolts and nuts for fastening with the Cement Concrete Base blocks, interconnecting medium Duty G.I. pipes with nitrile rubber insulation and 22 gauge Aluminum Sheet Cladding, pipe supports and clamps, gate valves, check valves, thermister valves, steam release valves, including temperature sensors and timer and wiring,flange blanks / plugs, etc complete as per direction of the Engineer-in-charge. Including Hot Water re-circulation Pump (1working+1standby), electrical panel, control panel.
960	3.339	The scope also includes numbers of insulated stainless steel storage tanks (SS304) of capacity as mentioned in Schedule of quantity, including making inlet, outlet heavy gauge C.P. connection, temperature guages (at inlet and outlet of storage tank). The Storage Tanks duly painted with two coats of Red-Oxide and having Mineral Wool insulation, outer cladding of 22 guage Aluminum Sheet, control valves at inlet and outlet of Water tank, M.S. supports for the tanks with M.S. base plate, bolts and nuts for fastening the stands and support to Cement concrete blocks, testing the tanks and the entire hot water system at a constant water pressure of 5.0 Bar (50 Mtrs) each, testing of the entire system for a constant flow of hot water at 55 degree Celcius during peak winter when the Wet Bulb Temperature is 17.7 degree Celcius. \nAll work complete as per direction of the Engineer-in-Charge, Item including all accessories for satisfactory installation complete. For capacities as follows.
961	3.34	3.7.1.1 )600 liters per day		1	Set
962	3.341	3.7.1.2 )500 liters per day		1	Set
963	3.342	200 liters per day		2	Set
964	4	4.0 )FIRE FIGHTING WORKS
965	4.001	4.1 )PUMP AND ACCESSORIES
966	4.002	4.1 )Supply, installation, testing and commissioning of electrically driven Fire water pumpset end-suction top-discharge back pull-out type with enclosed impeller for fire hydrant / sprinkler pump ,suitable for automatic operation consisting of the following:		1	each
967	4.003	The installation shall be complete with flexible coupling and coupling guard as required. Fire pump shall have C.I. casing, CS diffusers, bronze impeller and Shaft with mechanical seal, capable for delivering 171 cum / hr at head of 70 mts to ensure a minimum pressure of 3.5 Kg/Sqcm.g at the farthest or topmost hydrant/ sprinkler. The installation shall be complete with necessary tees, elbows, reducers, union, flanges, asbestos free gaskets, GI nuts bolts, washer including supporting/fixing the pipe on floor / wall /ceiling with clamps, hangers (using anchor fastners) as per specification.
968	4.004	Pump shall be capable of furnishing not less than 150% of rated capacity at a head of not less than 65% of the rated head. The shut off head shall not exceed 120% of rated head.
969	4.005	Motor shall be squirrel cage operating on 415 V, 3Ø supply and TEFC. Supply conditions for which motors are desired to operate are ±10%, ±5%, ±10% respectively for voltage, frequency and combined voltage and frequency. Motors shall be of S1 duty and DOL starting. The class of insulation shall be 'F'. Motor shall be IP 55 protected.
970	4.006	Common base plate for (a) and (b) from M.S. Channel for required size.
971	4.007	Suitable cement concrete foundation with cement concrete plaster and MS angle epoxy coated edging (design and drawing to be provided by the Contractor while the foundation will be done by others) complete with anti-vibration arrangement of cushy foot mountings.
972	4.008	4.1.2 )Supply, installation, testing and commissioning of Diesel Engine Driven Common Stand by pump end-suction top-discharge back pull-out typ, with diesel tank (660Liters) facility common fire pump capable of delivering 171 cum / hr at head of 70mts to ensure a minimum pressure of 3.5 Kg/Sqcm.g at the farthest or topmost hydrant/ sprinkler comprising of the following. The installation shall be complete with necessary tees, elbows, reducers, union, flanges, asbestos free gaskets, GI nuts bolts, washer including supporting/fixing the pipe on floor / wall /ceiling with clamps, hangers (using anchor fastners) as per specification.		1	each
973	4.009	Pump shall be capable of furnishing not less than 150% of rated capacity at a head of not less than 65% of the rated head. The shut off head shall not exceed 120% of rated head.
974	4.01	Diesel engine shall be radiator cooled, battery started and \"continuous\" duty type. Diesel engine shall be capable of running on HSD fuel. It shall be capable of accepting full load in 15 seconds. Diesel engine's day oil tank shall be of capacity sufficient to hold fuel up to 6 hrs of engine operation. The battery shall be rated adequate for taking 10 consecutive starts. The engine exhaust shall be routed out of the fire water pump house. The engine shall be supplied with separate batteries and shall be charged by a 2 rate trickle charger with manual selection of boost charge. The charger shall be capable of trickle charging both the batteries simultaneously. The engine shall not trip from any external signal. Multiple belts shall be used for drive transmission for running pumps/fan such that, should half the belts breaks the functioning would not be affected.
975	4.011	Common base plate for (a) and (b) from M.S. channel of required size.
976	4.012	4.1.3 )Supply & installation MS Class ‘C’ diesel engine exhaust pipe with necessary thermal insulation (including all fittings, clamps, steel support) of suitable dia for the engine.		15	metre
977	4.013	4.1.4 )Supply, installation, testing and commissioning of Jockey pump shall be end-suction top-discharge back pull-out type comprising of the following:		1	each
978	4.014	Jockey pump shall be motor driven and drive rating shall be atleast 1.25 times the power required at duty point. The installation shall be complete with necessary tees, elbows, reducers, union, flanges,asbestos free gaskets, GI nuts bolts, washer including supporting/fixing the pipe on floor / wall /ceiling with clamps, hangers (using anchor fastners) as per specification.
979	4.015	For pump defined above & of duty as follows :\nHydrant and Sprinkler System \nFlow : 10.8 cum/hr\nHead : 70 mts
980	4.016	4.1.5 )Supply, installation, testing and commissioning of Terrace booster pump shall be end-suction top-discharge back pull-out type comprising of the following:		2	each
981	4.017	Terrace Booster pump shall be motor driven and drive rating shall be atleast 1.25 times the power required at duty point. The installation shall be complete with necessary tees, elbows, reducers, union, flanges,asbestos free gaskets, GI nuts bolts, washer including supporting/fixing the pipe on floor / wall /ceiling with clamps, hangers (using anchor fastners) as per specification.
982	4.018	For pump defined above & of duty as follows :\nHydrant and Sprinkler System \nFlow : 450LPM\nHead : 35mts
983	4.019	4. 1.6 )For pump defined above & of duty as follows :\nHydrant and Sprinkler System \nFlow : 900LPM\nHead : 35mts		2	each
984	4.02	4.2 )HYDRANT SYSTEM & ACCESSORIES
985	4.021	4.2.1 )Supply & installation of ERW black pipes (Piping as per Grade CT of Specification) comply to IS: 1239 (Class HVY up to 150 NB) & IS: 3589 Gr 410 for 200NB & Above ( from minimum 6mm thick for pipes up to 350 mm dia. and from minimum 8mm thick for pipes of 400 mm dia and above.) .Fittings shall comply to ASTM A105 & ASTM A234 Gr. WPB.Flanges shall be as per ASTM A105 & IS: 2062. Flanges shall be dimensionally as per ANSI B16.5, 150#. All other fittings =50NB shall be dimensionally as per ANSI B16.11, 3000# and >65 NB as per ANSI B16.9.Piping joints shall be socket welded to ANSI B16.11 for sizes =50NB and butt welded to ANSI B16.25 for >50NB.Welded joints shall be radiographed etc as per specification.
986	4.022	Above ground pipes shall be coated with 2 coats of red-oxide primer followed by 2 coats of post office red colour. After erection the entire piping system shall be hydro tested atat 1.5 times the working pressure for 2 hours. At least 10% of all the welded joints shall be radiographically tested and half of the joints radiographed shall be field joints. Cost should be inclusive of all structural steel supports/clamps/brackets, anchor fastner etc as per /IS/TAC.
987	4.023	4.2.1.1 )15 NB		22	metre
988	4.024	4.2.1.2 )25 NB		25	metre
989	4.025	4.2.1.3 )50 NB		4	metre
990	4.026	4.2.1.4 )80 NB		51	metre
991	4.027	4.2.1.5 )100 NB		215	metre
992	4.028	4.2.1.6 )150 NB		1204	metre
993	4.029	4.2.1.7 )200 NB		12	metre
994	4.03	4.2.1.8 )250 NB		12	metre
995	4.031	4.2.2 )Underground pipes shall be laid 1 m below ground level and wrapped and coated as per IS: 10221.On completion of wrapping and coating 4 mm thk (1 coat) it shall be tested by holiday testing. After erection the entire piping system shall be hydro tested at 1.5 times the working pressure for 2 hours. At least 10% of all the welded joints shall be radiographically tested and half of the joints radiographed shall be field joints including excavation in all kind of soil, dewatering, making sand bed as per specification , backfilling, dewatering, ramming & removing the surplus excavated material and making good the same complete as required.
996	4.032	4.2.2.1 )50 NB		2	metre
997	4.033	4.2.2.2 )80 NB		95	metre
998	4.034	4.2.2.3 )100 NB		43	metre
999	4.035	4.2.2.4 )150 NB		90	metre
1000	4.036	4.2.2.5 )200 NB		40	metre
1001	4.037	4.2.3 )Supply & installation of S.S. Internal Hydrants conforming to IS 5290 (Type “A”) Hydrant valve shall have single outlet having 80 NB flanged inlet ,ss spindle controlled 63 NB female instantaneous outlet type coupling having twist release type lug; internal parts shall be of S.S. Including fixing with SS nut-bolt & washers flanged tapping. A cap with chain shall be provided on the outlet of the valve as per specification. (Location : Internal fire hydrant)		36	each
1002	4.038	4.2.4 )Supply & installation of S.S External Hydrants conforming to IS 5290 (Type “A”) Hydrant valve shall have single outlet having 80 NB flanged inlet ,SS spindle controlled 63 NB female instantaneous outlet type coupling having twist release type lug; internal parts shall be of SS. Including fixing with SS nut-bolt & washers flanged tapping .A cap with chain shall be provided on the outlet of the valve as per specification. (Location : External fire hydrant)		21	each
1003	4.039	4.2.5 )Supply & installation Fire hose cabinets , these cabinates shall be fabricated from 2.00 mm thick CRCA sheet with locking arrangement of size of hose cabinet shall be 750 mm x 600 mm x 250 mm the painting of the hose cabinet shall be post office red colour paint. Each hose cabinet shall accommodate two nos. of 15 Mt. Long hose-pipes and one no. of branch pipe with nozzle. The fire hose cabinet will have the legend “FIRE HOSE” painted prominently in the graphic style as per specification.		57	each
1004	4.04	4.2.6 )Supply & installation controlled percolating fire hose pipe (as per IS:8423) of 63 mm dia and 15 meter length rated for burst pressure of 35.7 Kg/sqcm. The hose shall be tested for flame resistance test in accordance to IS:8423. Hose shall be complete with ISI marked SS male & female coupling (IS:903) as per specification.		114	each
1005	4.041	4.2.7 )Supply & installation of swinging type First Aid hose reel (IS 884 ) in post office red colour drum with 30 mts long and 19 mm dia REINFORCED RUBBER , 20 mm dia gate valve stop cock, (IS:778, class - II) terminating with G.M Coupling & nozzle of 6mm outlet with shut off valve confirming to IS 8090 - 1976 complete with socket for tap-off, drum and brackets (including painting) for installation on wall with anchor fastner, bolts & nuts as per specification.		36	each
1006	4.042	4.2.8 )Supply & installation of 63 mm dia instantaneous pattern branch short SS pipe, 20 mm dia nozzle conforming to IS 903, suitable for inter connection to hose pipe coupling complete as per specification.		57	each
1007	4.043	4.2.9 )Supply & installation of S.S 4 way fire water tank inlet connection with 4 Nos 63 mm dia. built - in Non- return valves instantaneous coupling type arranged on 150 mm dia. Pipe manifold and connected to Fire water tank as per specification.		2	each
1008	4.044	4.2.10 )Designing, Supply and installation Orifice plate made out of stainless stand plate (thickness as per specification) for following size of pipe to reduce pressure up to 3.5 Kg/sqcm complete in all respects		57	each
1009	4.045	4.2.11 )Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5		10	each
1010	4.046	4.2.12 )Providing & fixing of FRP 150kg duty manhole cover with frame of 900 x 900 mm internal dia for valve chamber.		10	each
1011	4.047	4.2.13 )Supply & installation of lockable indoor type fire hose cabinet frames fabricated from 40 x 40 x 5 angle iron sections and 16 gauge MS sheet with full front glass door and locking arrangement, suitable to accommodate landing valve, 2 nos. 15 m long hoses, first-aid hose reel drum and branch pipe nozzle . The cabinet frame shall be painted with two coats of primer and two coats of post office red colour of approved Make and shade as per specifications (Approx 1.5 m (high) x 0.9 m (wide) X 0.2 m (width). The item shall be complete of MS housing with front door. (Cost shall be inclusive of providing break glass box containing key for the cabinet along with hammer).		21	each
1012	4.048	4.2.14 )Supply & Fixing of \" J \"type hooks supports made of 25 mm dia pipe to support 2 nos. 15 m long hoses and 01 No short branch pipe. Cost should be inclusive of required anchor fastner, nuts, etc.		36	each
1013	4.049	4.2.15 )Supply & installation of S.S 2 way fire water draw ourt connection with 2 Nos 63 mm dia. built - in Non- return valves instantaneous coupling type arranged on 150 mm dia. Pipe manifold and connected to Fire water tank as per specification.		1	each
1014	4.05	4.3 )VALVES
1015	4.051	4.3.1 )Supply & installation of Gate valve (of sizes 50NB & above) conform to IS 14846 and shall be of C.I to IS: 210 GR. FG 260 & flanged Ends shall be drilled to ANSI B16.5.Gate valve, in smaller sizes (=50NB), shall be all bronze and confirming to IS:778 with screwed ends as per specification.
1016	4.052	4.3.1.1 )50 NB		1	each
1017	4.053	4.3.1.2 )80 NB		7	each
1018	4.054	4.3.1.3 )100 NB		13	each
1019	4.055	4.3.1.4 )150 NB		7	each
1020	4.056	4.3.1.5 )200 NB		1	each
1021	4.057	4.3.1.6 )250 NB		1	each
1022	4.058	4.3.2 )Supply & installation of Wafer Check Valves with cast iron body conforming to API 594 including rubber gasket, union, etc. complete as per specification.
1023	4.059	4.3.2.1 )50 NB		1	each
1024	4.06	4.3.2.1 )100 NB		6	each
1025	4.061	4.3.2.2 )150 NB		2	each
1026	4.062	4.3.3 )Supply & installation of Air Release Valve for risers, suitable for pressure not less than 15 Kg/Sq.cm. as per specification		14	each
1027	4.063	4.3.4 )Supply & installation of globe valve confirming to IS: 778 with screwed ends. Valve body shall be hydro tested at 24 kg/sq.cm (g) and seat and back seat at 16 kg/sq.cm. (g). 15mm dia.		4	each
1028	4.064	4.3.5 )Supply & installation pressure relief valve confirming to ASTM A216 Gr. WCB. It shall have adjustable setting in range suitable for operating range of the pump. The relief valve outlet shall be led back to the tank. The valve shall be 150# rated. Relief valve body shall be cast steel confirming to ASTM A216 Gr. WCB.Relief valve body shall be hydraulically tested at 24.0 kg/sq.cm (g) as per specification.
1029	4.065	4.3.5.1 )100 NB		1	each
1030	4.066	4.3.6 )Supply, Installation, Testing & commissioning of C.I.flanged \"Y\" type Strainer (PN 1.6) with SS mesh, suitable flanges, nuts, bolts, washer, asbestos free gaskets etc. as per specification.
1031	4.067	4.3.6.1 )100NB		5	each
1032	4.068	4.3.6.2 )150NB		1	each
1033	4.069	4.3.6.3 )200NB		2	each
1034	4.07	4.4 )INSTRUMENTS
1035	4.071	4.4.1 )Supply & installation of pressure gauge(suitable for working pressure of (0-16 Kg/cm2(g)) of Stainless Steel with 6 inch phenolic dial (white dial with black numerals), 316 SS Bourdon tube, nylon movements and micrometer type adjustable aluminum pointer with accuracy of +/-0.1% of span including accessories like siphons for steam services, snubbers for pump discharge applications and chemical diaphragm for corrosive and oil services and name plate, etc. Material of accessories shall be SS. IP65 degree of protection for enclosure. Over range protection shall be 50% above maximum pressure. Armoured capillary of 15 M shall be provided as per specification.		4	each
1036	4.072	4.4.2 )Providing, fixing, testing and commissioning adjustable type pressures switches suitable for operating with hydrant and sprinkler systems for working pressure of 11Kg/cm² pressure including electrical wiring complete as required. The cost of electrical wiring will be included in this item. Vendor also need to submit the calibration certificate of Pressure switch as per specification.		9	each
1037	4.073	4.4.3 )Supply & installation of Float & Cord type Level gauge / indicator for underground fire water tank (Tank Height is 5m) as per specification.		2	each
1038	4.074	4.4.4 )Supply & installation of Float Switch switch as per specification.		5	each
1039	4.075	4.5 )SPRINKLER SYSTEM
1040	4.076	4.5.1 )Supply & installation of ERW black pipes(Piping as per Grade CT of Specification) comply to IS: 1239 (Class HVY up to 150 NB) & IS: 3589 Gr 410 for 200NB & Above ( from minimum 6mm thick for pipes up to 350 mm dia. and from minimum 8mm thick for pipes of 400 mm dia and above.) .Fittings shall comply to ASTM A105 & ASTM A234 Gr. WPB.Flanges shall be as per ASTM A105 & IS: 2062. Flanges shall be dimensionally as per ANSI B16.5, 150#. All other fittings =50NB shall be dimensionally as per ANSI B16.11, 3000# and >65 NB as per ANSI B16.9.Piping joints shall be socket welded to ANSI B16.11 for sizes =50NB and butt welded to ANSI B16.25 for >50NB.Welded joints shall be radiographed etc as per specification.
1041	4.077	Above ground pipes shall be coated with 2 coats of red-oxide primer followed by 2 coats of post office red colour. After erection the entire piping system shall be hydro tested atat 1.5 times the working pressure for 2 hours. At least 10% of all the welded joints shall be radiographically tested and half of the joints radiographed shall be field joints. Cost should be inclusive of all structural steel supports/clamps/brackets, anchor fastner etc as required.
1042	4.078	4.5.1.1 )25 NB		1887	metre
1043	4.079	4.5.1.2 )32NB		500	metre
1044	4.08	4.5.1.3 )40 NB		450	metre
1045	4.081	4.5.1.4 )50 NB		133	metre
1046	4.082	4.5.1.5 )65 NB		20	metre
1047	4.083	4.5.1.6 )80 NB		75	metre
1048	4.084	4.5.1.7 )100 NB		438	metre
1049	4.085	4.5.1.8 )125 NB		12	metre
1050	4.086	4.5.1.9 )150 NB		178	metre
1051	4.087	4.5.2 )Supply Installation testing & commissioning of Pendant type sprinkler of 15 NB, Quartzoid bulb type 68 deg.standard Response, with adjustable escutcheon plate in SS 304 as per UL/FM Approved.		1066	each
1052	4.088	4.5.3 )Supply Installation testing & commissioning of Side Wall sprinkler of 15 NB, Quartzoid bulb type 68 deg.standard Response, with adjustable escutcheon plate in SS 304 as per UL/FM Approved.		6	each
1053	4.089	4.5.4 )Supply & installation of Corrugated SS-304 flexible sprinkler pipe droplet for 12 kg/ sq. cm. working pressure with 1/2\" BSP threaded outlet & 1\" BSP threaded inlet with reducer nipple, snap, clamp, T-bar bracket/all types of couplings etc. with necessary fitting complete as required as per UL/FM approved
1054	4.09	4.5.4.1 )1500 mm length		630	each
1055	4.091	4.5.5 )Providing, fixing, testing and commissioning of Cast Iron installation control valve assembly (test pressure should not be less than 15.0 Kg/Sq.cm) with flanges, nut, bolts & gasket complete with pad locking arrangement, vertical wet alarm valve with hydraulic alarm motor & gong, 2 nos. pressure gauges as per manufacturer recommendation with ball valves, 15 mm dia test valves, 50 mm dia drain valve with all necessary accessories as per specification.
1056	4.092	4.5.5.1 )150 NB		2	each
1057	4.093	4.5.6 )Supply, Installation, Testing & commissioning of flow switch on sprinkler distribution header on each floor to be installed as per manufacturer specifications in an accessible location as per site, complete including wiring to monitor modules with potential free contact with 2 No. NONC as per the specification. Add following in description\n\n1. The flow switches work at a triggering threshold bandwidth (flow rate) of 4 to 10 GPM. \n2. The switch shall be able to trip and make / break contact on the operation of a single sprinkler head. \n3. Flow switch shall have a paddle made of flexible and sturdy material of the width to fit within the pipe bore.
1058	4.094	4.5.6.1 )150 NB		7	each
1059	4.095	4.5.7 )Supply, Installation, Testing & commissioning of CI butterfly valves as per BS5155/IS 13095 Hand lever operated type with required flanges, nuts, bolts, washer, asbestos free gaskets etc. complete
1060	4.096	4.5.7.1 )50 NB		1	each
1061	4.097	4.5.7.2 )80 NB		2	each
1062	4.098	4.5.7.3 )100 NB		2	each
1063	4.099	4.5.7.4 )150 NB		2	each
1064	4.1	4.5.8 )Supply Installation testing & commissioning of Upright type sprinkler of 15 NB, Quartzoid bulb type 68 deg.standard Response as per UL/FM Approved.		1210	each
1065	4.101	49 )Providing, fixing including testing and commissioning of Drain valve & assembly with 2 nos. of ball valve, sight glass, 2\" pipe & required fittings. \na) 50mm dia		7	each
1066	4.102	4.6 )FIRE EXTINGUISHERS
1067	4.103	4.6.1 )Supply, Installation, Testing & commissioning of Portable Fire extinguishers ((As per IS : 15683:2006) of following type & capacity complete.
1068	4.104	4.6.1.1 )9 Litres Capacity Water Gas Pressure Type		2	each
1069	4.105	4.6.1.2 )2 Kg. CO2 Type		5	each
1070	4.106	4.6.1.3 )6 Kg Capacity Dry Chemical Powder(DCP) type		73	each
1071	4.107	4.6.1.4 )4.5 Kg. CO2 Type		65	each
1072	4.108	4.6.2 )Supplying and Installation of sand filled fire buckets of 24 gauge galvanized steel sheet, standard 9 litre capacity and of round bottom shape, red outside and black on the bottom ,in scribed with letters “FIRE” in black and gold. Cost shall be inclusive of providing MS stand duly painted over a coat of primer		6	each
1073	4.109	4.7 )ELECTRICAL PANELS
1074	4.11	Fabrication, supplying, installation, testing & commissioning of electrical control panel of cubical construction, floor mounted type fabricated out of 2mm Thick CRCA sheet, compartmentalized with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, inter-connection, having switchgears and accessories mounting and internal wiring, earth terminals, numbering, etc., complete in all respects suitable for operation on 415 V, 3 phase, 50 Hz. AC supply with enclosure protection class IP 52 as required. Including supply installation , termination testing & Commissioning of power and control cables as per specification. The panel shall be Form 3B type. The paint shade shall be Fire Red shade 536 as per IS:5/ local applicable statutory requirement\nPlease refer the attached SLD P3776A-EL-4000-AU-41703
1075	4.111	4.7.1 )Common Panel In Fire Pump House - (Fire hydrant Panel)		1	Lot
1076	4.112	(I) Incomer
1077	4.113	400 Amps. TPN MCCB 25kA/1 SEC, MICROPROCESSOR BASED WITH INBUILT S/C, E/F, O/L, RELEASES
1078	4.114	Multifunction meter Cl 1 with the CT's
1079	4.115	Set of 3 Phase LED indicating lamp. With MPCB and PT / control Transformer with MPCB.
1080	4.116	Set of Al.bus bar 400 Amps.
1081	4.117	MCC-cum-ICP inclusive of Alarm annunciators, pushbuttons, selector switches etc.
1082	4.118	(ii) Outgoing.
1083	4.119	a) Main fire pump.- 1 each
1084	4.12	160 Amps 25kA/1 SEC, FIXED TYPE WITH MICROPROCESSOR BASED WITH INBUILT S/C, E/F, RELEASES TYPE-2 CO-ORDINATION automatic DOL starter with over load protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation.
1085	4.121	b) Jockey Pump. - 1 each
1086	4.122	MPCB 25kA/ 1 SEC,TP, THERMAL MAGNETIC (O/L+S/C) & TYPE-2 CO-ORDINATION (TYP). HP fully automatic DOL starter with over load protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation, auto/manual/OFF operation.
1087	4.123	c) Terrace Booster Pump. - 1 each
1088	4.124	63 Amps. TPN MCCB 25kA/1 SEC, MICROPROCESSOR BASED WITH INBUILT O/L, S/C, RELEASES, Multifunction meter Cl 1 with the CT's, Set of 3 Phase LED indicating lamp. With MPCB and PT for the same
1089	4.125	d) Diesel control panel. - 1 each
1090	4.126	32 Amps. TPN MCCB 25kA/1 SEC, MICROPROCESSOR BASED WITH INBUILT O/L, S/C RELEASES, Multifunction meter Cl 1 with the CT's, Set of 3 Phase LED indicating lamp. With MPCB and PT for the same
1091	4.127	e) Spare panels as mentioned in SLD P3776A-EL-4000-AU-41703
1092	4.128	4.7.2 )LOCAL STARTER PANEL for Terrace Booster Pump: 1 each		4	each
1093	4.129	415V, 50Hz, Short circuit rating minimum 10kA/1Sec, Outdoor type with additional rain canopy, mounted on steel structural support stand/Wall mounted, IP-55, Bottom cable entry, With TP MPCB feeders, With DOL Starter, Associated indications/push buttons & other components/accessories as applicable. TYPE-2 Coordination shall be ensured for all motor feeders.
1094	4.13	4.7.3 )LOCAL PUSH BUTTON STATION (LPBS) for Terrace booster pumps: 1 each		4	each
1095	4.131	with On, Off, & Emergency Trip (LOCKABLE) Push button, IP55 protection
1096	4.132	4.7.4 )Diesel Engine Control		1	Lot
1097	4.133	Control for Diesel engine comprising:-
1098	4.134	Auto/Manual selector switch & 3 attempt starting device, timers and relays as required, push buttons, start/stop in manual mode.
1099	4.135	Indication lamp for High/Low Lub.oil pressure, High Water Temperature. And Engine ON indication.
1100	4.136	Battery charger suitable for 12 V/24V DC with boost and tickle selector switch, 0-15 V/0-30 V DC volt meter, 0-20A DC Ammetre.
1101	4.137	All standard relays and accessories for automatic operation of diesel engine.
1102	4.138	12V/24V battery (VRLA maintenance free) of suitable AH rating (minimum 180 AH)
1103	4.139	4.8 )LT POWER / CONTROL CABLES
1104	4.14	4.8.1 )1100 Voltage grade, Multistranded Aluminium/Copper conductor, PVC/XLPE insulated, inner & outer extruded, inner and outer PVC sheathed, galvanised steel Flat strip/round wire ARMOURED Power/Control cables of following sizes to be laid overhead inside cable trays from Fire Hydrant panel to equipments. Miscellaneous items such as clamp, cleat cable tags etc. as well as cable trays with necessary supports are included in the scope. Removal of empty drums as instructed by Client is included in the scope (Cabling shall be done as per TCE Tender specifications, M2 drawings, Single line diagram ). Typical Cable sizes are indicated in 415V SLD
1105	4.141	Power cables from Fire Hydrant panel to Main Fire Water Pump (With DOL starters)\nPower cables from Fire Hydrant panel to Jockey pump (With DOL starter)\nPower cables from Fire Hydrant panel to Terrace pumps (With DOL starter)\nAny other cables required to complete Fire Hydrant System in all respects.\nEstimated Cable Sizes (For details, refer enclosed 415 V SLD)
1106	4.142	4.8.1.1 )3C X 70 sq mm A2XFY		25	metre
1107	4.143	4.8.1.2 )3.5C X 70 sq mm A2XFY		670	metre
1108	4.144	4.8.1.3 )4C X 25 sq mm A2XFY		305	metre
1109	4.145	4.8.1.4 )4C X 4sq mm 2XWY		25	metre
1110	4.146	4.8.1.5 )3C X 4 sq mm 2XWY		65	metre
1111	4.147	4.8.1.6 )4C X 2.5 sq mm 2XWY (Cu. Conductor control cable with FRLS PVC outer sheath as per requirement)		50	metre
1112	4.148	4.8.2 )1100 Voltage grade, Multistranded Copper conductor, PVC insulated, inner & outer extruded, inner PVC sheathed & outer FRLS PVC sheathed, galvanised steel round wire ARMOURED Control cables of following sizes:
1113	4.149	4.8.2.1 )6C X 2.5 sq mm 2XWY		1300	metre
1114	4.15	4.8.2.2 )4C X 2.5 sq mm 2XWY		50	metre
1115	4.151	4.8.2.3 )2C X 2.5 sq mm 2XWY		200	metre
1116	4.152	4.8.3 )LT CABLE TERMINATION\nCable terminations for XLPE insulated, PVC sheathed, 1.1 kV, Armoured Aluminium/copper conductor, power/control cables including stripping of cable insulation, supply and fixing of aluminum lugs for aluminum cables and tinned plated Copper lugs for copper cables and crimping the same to the conductor, supply and fixing of Double compression cable glands for below cable sizes as required. \n1100 Voltage grade, Multistranded Aluminium/Copper conductor, XLPE insulated, inner and outer PVC sheathed, galvanised steel flat strip/round wire ARMOURED Power cables.
1117	4.153	Estimated Cable Terminations (For details refer enclosed 415 V SLD)
1118	4.154	4.8.3.1 )3C X 70 sq mm A2XFY		2	each
1119	4.155	4.8.3.2 )3.5C X 70 sq mm A2XFY		4	each
1120	4.156	4.8.3.3 )4C X 25 sq mm A2XFY		4	each
1121	4.157	4.8.3.4 )4C X 4 sq mm 2XWY		2	each
1122	4.158	4.8.3.5 )3C X 4 sq mm 2XWY		10	each
1123	4.159	4.8.3.6 )4C X 2.5 sq mm 2XWY (Cu. Conductor control cable with FRLS PVC outer sheath as per requirement)		2	each
1124	4.16	4.8.4 )1100 Voltage grade, Multistranded Copper conductor, XLPE insulated, inner & outer extruded, inner PVC sheathed & outer FRLS PVC sheathed, galvanised steel round wire ARMOURED Control cables of following sizes:
1125	4.161	4.8.4.1 )6C X 2.5 sq mm 2XWY		8	each
1126	4.162	4.8.4.2 )4C X 2.5 sq mm 2XWY		2	each
1127	4.163	4.8.4.3 )2C X 2.5 sq mm 2XWY		8	each
1128	4.164	4.9 )CABLE TRAYS
1129	4.165	Readymade 2500mm standard length, prefabricated , Ladder/perforated cable tray from 14 SWG MS sheet and then hot dip galvanised (with minimum thickness of 70 microns), of following sizes and associated accessories such as coupler plates, tees, elbow etc.50mm side flanges for perforated tray & 75mm side flanges for ladder type cable trays shall be provided on both sides of the tray. Sizes of cable trays to be decided by Bidder. Support for cable trays included in scope. \nNOTE: The rates shall be inclusive of bends / tees / cable markers etc.
1130	4.166	4.9.1 )450mm width (Horizontal Ladder type cable tray)		50	metre
1131	4.167	4.9.2 )300mm width (Horizontal Ladder type cable tray)		20	metre
1132	4.168	4.9.3 )150mm width (vertical perforated type cable tray with cover)		20	metre
1133	4.169	4.9.4 )75mm width (vertical perforated type cable tray with cover)		20	metre
1134	4.17	4.9.10 )Cable tray supports, supporting frame for mounting of Swgr. Pnl. / control panels, etc. The supports shall be painted with 2 coats of red oxide primer and 2 coats of aluminum paint. Type of structural items required shall be ISMC 100, ISMC 75,ISA 50x50x6mm, ISA 65x65x6,ISA 40x40x3, MS plate 6mm, MS plate 10 mm or any other size as per requirement		1	tonne
1135	4.171	4.10 )EARTHING SYSTEM
1136	4.172	Earthing system including supply, installation, testing and commissioning of G.I earthing strips/wires of following sizes to be laid in cable trays/on wall including jointing by welding, connecting to equipment, painting to welded portions by black bitumen paint .Necessary hardware is included in the scope. This includes earthing for Fire Hydrant system equipments as per latest version of IS 3043. For outdoor areas excavation, backfilling and removal of excess soil etc. is included in scope.
1137	4.173	4.10.1 )50 X 6 mm G.I. STRIP		50	metre
1138	4.174	4.10.2 )25 X 6 mm G.I. STRIP		220	metre
1139	4.175	4.10.3 )8 SWG GI WIRE		20	metre
1140	5	5.0 )HVAC SYSTEM
1141	5.001	5.1 )VARIABLE REFRIGERANT SYSTEM
1142	5.002	Supply, installation, testing & commissioning of Outdoor machines for air conditioning system, based on inverter variable refrigerant flow includes unloading, lifting & shifting with manually / crane and rigging to respective location of units. ODU shall be comprising of min one or more variable output compressors (Inverter Scroll type), condenser coil & fins provided with anti-corrosive treatment, anti vibration pads for mounting, noise level not more than 70 dB, necessary accessories for oil separation, moisture removal, flow control, interconnecting piping between ODU modules, condenser air fan, electrical and microprocessor based panel, FRLS PVC interconnecting/ control cabling (2 C X 1.5 sqmm & 2 C X 1.0 sqmm control cabling in between ODU to IDU and ODU to ODU.) ,copper earthing wire with protection of sleeves as per requirement & shall be terminated till nearest available earth grid.\nMS powder coated stand for ODU of appropriate height, suitable to catter static & dynamic weight of ODU with min 2 Coat of Red oxide and min 2 Coat of black enamel paint.
1143	5.003	The ODU shall be Gas charged while commissioning till the desired pressure as per OEM & as per Copper piping length installed. \nThe bidder has to offer the below mentioned ODU capacity with the combinations module as per his offered OEM. \nContractor to use only modular ODU available in OEM range, any Single ODU combination will not be accepted.\nFollowing ODU combination shall be consider as Single circuit, multiple circuit will not be accepted.
1144	5.004	5.1.1 )Outdoor Units
1145	5.005	5.1.1.1 )14 HP - Production Block		1	each
1146	5.006	5.1.1.2 )18 HP - Production Block		1	each
1147	5.007	5.1.1.3 )44 HP - Production Block		2	each
1148	5.008	5.1.1.4 )14 HP - Training Block		1	each
1149	5.009	5.1.1.5 )24 HP - Training Block		1	each
1150	5.01	5.1.1.6 )44 HP - Training Block		1	each
1151	5.011	5.1.1.7 )56 HP - Training Block		1	each
1152	5.012	5.1.1.8 )20 HP - Training Block		1	each
1153	5.013	5.1.2 )Indoor Units
1154	5.014	5.1.2.1 )HIGH WALL - Supply, installation, testing & commissioning of VRF base High wall Indoor machines for air conditioning system, based on variable refrigerant flow of following capacities, quoted price to include all controls, valves, washable filter, @ 2 RMT length of suitable FRLS PVC power cabling with 3 Pin top of 6 Amp rating, & necessary accessories required to connet the IDU to the copper piping. Unit shall be supplied with Cordless remote from OEM.\nAlso unloading, lifting, shifting, rigging to respective locations, installation, testing, commissioning of indoor units, supply of mounting arrangement suit to site shall be considered in the rate. \nThe bidder has to offer the next size capacity if at all the below mentioned IDU capacity is not available with offred OEM as a standard unit without any extra cost.\n
1155	5.015	5.1.2.1.1 )Hi Wall Type : 0.8 TR/280 CFM		15	each
1156	5.016	5.1.2.1.2 )Hi Wall Type : 1.0 TR/300 CFM		3	each
1157	5.017	5.1.2.1.3 )Hi Wall Type : 1.3 TR/400 CFM		9	each
1158	5.018	5.1.2.1.4 )Hi Wall Type : 1.6 TR/500 CFM		29	each
1159	5.019	5.1.2.1.5 )Hi Wall Type : 2.0 TR/600 CFM		1	each
1160	5.02	5.1.2.2 )HIGH STATIC DUCTABLE - Supply, installation, testing & commissioning of VRF base Ductable Indoor machines for air conditioning system, based on variable refrigerant flow of following capacities, quoted price to include all controls, valves, washable filter, Drain pump, min 10 mm Threaded roods for hanging, Fire rated canvas connection at supply & return, @ 2 RMT length of suitable FRLS PVC power cabling with 3 Pin top of 6 Amp rating, & necessary accessories required to connect the IDU to the copper piping. Unit shall be supplied with Corded remote & its control cable as per OEM std.\nAlso unloading, lifting, shifting, rigging to respective locations, installation, testing, commissioning of indoor units, \nsupply of mounting arrangement suit to site shall be considered in the rate. \nThe bidder has to offer the next size capacity if at all the below mentioned IDU capacity is not available with offred OEM as a standard unit without any extra cost.
1161	5.021	5.1.2.2.1 )Ductable Type : 3.2 TR/ 790 CFM		2	each
1162	5.022	5.1.2.2.2 )Ductable Type : 4.5 TR/ 1300 CFM		10	each
1163	5.023	5.1.2.3 )CEILING SUSPENDED CASSETTES - Supply, installation, testing & commissioning of VRF base Ceiling suspended cassettes for air conditioning system, based on variable refrigerant flow of following capacities, quoted price to include all controls, valves, washable filter, Drain pump, min 8 mm Threaded roods for hanging, @ 2 RMT length of suitable FRLS PVC power cabling with 3 Pin top of 6 Amp rating, & necessary accessories required to connect the IDU to the copper piping. Unit shall be supplied with Cordless remote. \nAlso unloading, lifting, shifting, rigging to respective locations, installation, testing, commissioning of indoor units, \nsupply of mounting arrangement suit to site shall be considered in the rate. \nThe bidder has to offer the next size capacity if at all the below mentioned IDU capacity is not available with offred OEM as a standard unit without any extra cost.
1164	5.024	5.1.2.3.1 )Cassettes Type : 0.8 TR (Compact Type Panel 700X700)		1	each
1165	5.025	5.1.2.3.2 )Cassettes Type : 1.0 TR (Compact Type Panel 700X700)		2	each
1166	5.026	5.1.2.3.3 )Cassettes Type : 1.6 TR (Round Flow Panel -950 X 950 )		5	each
1167	5.027	5.1.2.3.4 )Cassettes Type : 2.0 TR (Round Flow Panel -950 X 950 )		5	each
1168	5.028	5.1.2.3.5 )Cassettes Type : 2.6 TR (Round Flow Panel -950 X 950 )		2	each
1169	5.029	5.1.3 )The Refnet joints for VRF system as per the OEM standard & has to be supplied with system. \nAs required for Gas & Liquid line as a One set. The Refnet joint shall be measured & billed as a One set for Liquid & Gas line as a pair.		91	Set
1170	5.03	5.1.4 )Refrigerant Piping
1171	5.031	5.1.4.1 )Supply, fabrication, installation, testing of Interconnecting refrigerant pipe work with closed cell crosslinked polyethylene (XLPE) / Nitrile rubber of class \"O\" tubular insulation between each circuit of indoor & outdoor units with min thickness of 19 mm for both liquid & Gas line. The insulation shall be with factary laminated Al foil.\nThe piping shall be measured & billed as a Pair RMT both together for liquid & Gas line. \n		1055	Metre
1172	5.032	5.1.4.2 )Sun Exposed / Terrace Piping - Supply, fabrication, installation, testing of Interconnecting refrigerant pipe work with closed cell crosslinked polyethylene (XLPE) / Nitrile rubber of class \"O\" tubular insulation between each circuit of indoor & outdoor units with min thickness of 19 mm for both liquid & Gas line. The insulation shall be with factary laminated Al foil.\nThe piping shall be measured & billed as a Pair RMT both together for liquid & Gas line. \nAll Sun Exposed piping / Terrace running piping shall be provided with suitable size of GI 18G perforated cable tray & cover including its necessary MS support.\nSupporting shall be provided with maximum 1.2 metres.		182	Metre
1173	5.033	5.1.5 )Control Unit
1174	5.034	5.1.5.1 )Centralised Remote controller with touch panel and Auto sequential for the above VRF system for all the indoor & outdoor units installed in the building. CRC shall be compatible all open BMS protocol for integration .The offer cost must include the FRLS PVC control cabaling from IDU to Odu with necessary Tray/Conduits etc\nLocation: Server room		3	each
1175	5.035	5.1.6 )Drain Piping
1176	5.036	Supply & installation, testing and commissioning of Rigid class-I UPVC piping as per IS 4985 complete with fittings, supports as per specifications and duly insulated with 6 mm thick closed cell crosslinked polyethylene (XLPE) tubular insulation with aluminum foil.
1177	5.037	5.1.6.1 )25 mm dia		494	Metre
1178	5.038	5.1.6.2 )32 mm dia		641	Metre
1179	5.039	5.1.6.3 )40 mm dia		163	Metre
1180	5.04	5.1.6.4 )50 mm dia		42	Metre
1181	5.041	5.1.7 )Control Cabling
1182	5.042	5.1.7.1 )Supply & installation, testing and commissioning of Copper Shielded, 2Cx1.5 sqmm. FRLS PVC Control Cabling with suitable size Metalic conduit & supporting etc.		1552	Metre
1183	5.043	5.1.8 )Drain Pump for Highwall
1184	5.044	5.1.8.1 )Supply & installation, testing and commissioning of condensate drain pump. The pump shall have suitable discharge capacity for Highwall unit ranging from 1.0 TR to 2.0 TR .		35	Set
1185	5.045	5.2 )D X SPLIT UNITS
1186	5.046	5.2.1 )Split type Air-conditioners: \nSupplying, Installing, testing and commissioning of minimum 5 Star, BEE rating (nominal capacity) Air-cooled split AC unit along with painted MS Stands for ODU & necessary support for IDU, cordless remore ,3-pin top with @ 2 RMT suitable size FRLS PVC power cable . The unit shall also be supplied with required voltage stabiliser of suitable rating to give constant output of 230V for input range of 180 V to 260 V with time delay, high/low cut off, meter to read input and output voltages, ON/OFF switches etc. as required and earthing etc. Unit shall be provided with auto timer setting, complete in all respect. Unit should be compatible with MODBUS system complete in all respect to operate the unit via BMS for normal as wellas in standby mode.
1187	5.047	5.2.1.1 )High Wall Type : 1.0 TR		1	each
1188	5.048	5.2.1.2 )High Wall Type : 1.5 TR		7	each
1189	5.049	5.2.1.3 )High Wall Type : 2.0 TR		18	each
1190	5.05	5.2.1.3 )Supplying, Installing, testing and commissioning of voltage stabilizer. The unit shall be suitable rating to give constant output of 230V for input range of 180 V to 260 V with time delay, high/low cut off, meter to read input and output voltages, ON/OFF switches etc. as required and earthing etc.		12	each
1191	5.051	5.2.2 )Copper Piping
1192	5.052	5.2.2.1 )Supply, fabrication, installation, testing of copper piping for above split unit with 13 mm thick nitrile rubber/ sleeve insulated. insulation shall be of Class \"O\" std. \nThe piping shall be measured as a Pair RMT for both liquid & Gas line. \n		180	Metre
1193	5.053	5.2.3 )Change over Timer
1194	5.054	5.2.3.1 )Supply, installation & testing of Automatic cyclic change over timer for Split AC's working as Standby configuration. The Timer must be compatible to receive & operate on BMS input.		9	each
1195	5.055	5.2.4 )Supply & installation, testing and commissioning of Copper Shielded, 2Cx1.5 sqmm. FRLS PVC Control Cabling with suitable size Metalic conduit & supporting etc. for above spilt unit		144	each
1196	5.056	5.2.5 )VRF TYPE CEILING SUSPENDED AHU : 7 TR , 2200 cfm at 25 mm ESP.
1197	5.057	5.2.5.1 )Supply, Installation, Testing and Commissioning, Ceiling suspended Air Unit with Double skin construction with DIDW airfoil centrifugal fans. The motor selected shall be energy efficient having efficiency (Class I), 415V,50 Hz., 3 phase power supply, belt drive system, spring type isolation, (minimum vibration isolation effiency 90%), minimum 6/8 row deep DX type - cooling coil, prefilters with 90% down to 10 microns with power and control wiring, mixing box, fire proof flexible connections at outlet and inlet. CSU shall be provided aluminum supporting structure..CSUs shall be provided with thermal break profile with internal skin made from 24G GI and outer skin with 22 G GI powder coated sheet with 40mm thick PUF insulation of density 40-50 Kg/m3. CSU sound level shall not be more than 65 dbA at 1.5 m distance. AHU shall be provided with vision glass, marine light and necessary door interlock including all its necessary internal wiring and accessories.		10	each
1198	5.058	CSU Shall be supplied with Mixing box with Fresh air & return air ports with Aluminum VCD.\n
1199	5.059	The CSU shall also be equipped with Refrigerant coil section and shall be connected to the Microprocessor based DX -VRF Outdoor Unit.
1200	5.06	Equipment shall be provided with expansion kit,
1201	5.061	6/8 row deep DX cooling coil – Multiple distributors. As per VRF manufacturers Recommendation to meet the cooling load condition and to be tested for 600 psig. (Coil Surface area = 500 FPM)
1202	5.062	Drain pan : 18 G stainless steel duly insulated with 12 mm thick nitrile rubber (Armacell Class O Only)
1203	5.063	All dampers shall be gear type with lock & graduation arrangement.
1204	5.064	The AHU shall be supplied with suitable electrical power starter panel mounted directly on AHU body with necessary control & power cabling. The panel shall be of IP 42 Protection and must have arrangmnet to recive BMS & fire signal input.
1205	5.065	5.2.6 )Standard Corded remote controllers (Orating Mode:- On/Off/Fan Speed/Mode/Temp )		10	each
1206	5.066	5.2.7 )Ref-net joints for above VRF systems.		10	each
1207	5.067	5.2.8 )AHU Kit
1208	5.068	5.2.8.1 )10HP		10	each
1209	5.069	5.3 )VENTILATION SYSTEM
1210	5.07	5.3.1 )Ventilation Fan's
1211	5.071	5.3.1.1 )Domestic Propeller Exhaust Fans\nSupply, installation, testing and commissioning of non metallic propeller type fan with non metallic blades and complete with induction Motor suitable for operation with 230 V single phase 50 Hz with suitable frame etc. non metallic with gravity louvers for exhaust complete as per specifications and drawings.\nThe fan shall be supplied with @ 2 RMT of FRLS PVC power cable with 3-Pin top\nThe fan shall be suitable for window frame / Wall installation.\nSIZE- 200 X200		41	each
1212	5.072	5.3.1.2 )Heavy Duty Industrial Type Propeller Exhaust Fans\nSITC of Industrial type, Propeller fan of capacity as per mentioned in following for exhaust . The fan shall be Industrial type and complete with electric Motor suitable for operation with 400 V Three phase 50 Hz , shall also provided with min 3 mm thick GI wire mesh at outlet to prevent any bird entry. \nThe fan shall be of Metallic Body & Blades. \nThe fan shall be supplied with @ 2 RMT of FRLS PVC power cable with 3-Pin top\nThe installation MS frame shall also to be supplied along the fan with 2 coat of Red oxide & 2 coat of black enamel paint.\nThe Fan dia mentioned below are indicative, Bidder has to comply on air flow rate.\n
1213	5.073	5.3.1.2.1 )600 CFM @ 300 mm Dia		11	each
1214	5.074	5.3.1.2.2 )800 CFM @ 300 mm Dia		20	each
1215	5.075	5.3.1.2.3 )1000 CFM @ 300 mm Dia		3	each
1216	5.076	5.3.1.2.4 )1500 CFM @ 375 mm Dia		21	each
1217	5.077	5.3.1.2.5 )2000 CFM @ 375 mm Dia		9	each
1218	5.078	5.3.1.2.6 )3000 CFM @ 450 mm Dia		4	each
1219	5.079	5.3.1.2.7 )3500 CFM @ 450 mm Dia		3	each
1220	5.08	5.3.1.2.8 )4000 CFM @ 600 mm Dia		1	each
1221	5.081	5.3.1.2.9 )5500 CFM @ 600 mm Dia		26	each
1222	5.082	5.3.1.3 )Ceiling Mount Type Exhaust \nSupply, installation, testing and commissioning of non metallic ceiling mount type fan and complete with induction Motor suitable for operation with 230 V single phase 50 Hz with suitable frame etc. The fan must have an arrangement of connection with PVC or GI round duct of min 100 mm Dia. \nThe fan shall be supplied with @ 2 RMT of FRLS PVC power cable with 3-Pin top\nCapacity - 100 CFM		4	each
1223	5.083	5.3.1.4 )SITC of the Hydrogen exhaust fan shall be flame proof type- ( with necessary supports arrangement) \nExplosion proof circular inline fan with hi performance, minimum noise level. The fans shall be designed with anti static material and shall adhere to ATEX 94/9/EC directive. The flame proof enclosure shall comply with EN 60079 - 0/7, EN 14986, EN - 13463. \nHydrogen sensor with dual display of gas concentration and set point / unit of gas, microcontroller based latest, accurate, reliable, and hi performance technology that eliminates false alarm. It should be programable linear 4-20mA / 20 - 4mA O/P with repect to gas concentration. The sensor should be suitable to work in hazardous area ATEX, IP 65 approved.\nContractor to supply fan starter panel mounted directly on fan body / Modular along the fan and shall be installed by himself complete in all respect with necessary control & power cabling. The panel shall be of IP 42 Protection and must have communication arrangmnet to recive & Feedback BMS & fire signal input.\nLocation: For Battery rooms
1224	5.084	5.3.1.4.1 )Capacity - 200 CFM @ 10 mm Static		2	each
1225	5.085	5.3.1.5 )Supply, installing, testing and commissioning of Tube Axial fan complete with stater panel, tube casing, impeller , bird screen, necessary nut bolts, Necessary transition piece and fire retardant canvas connection at inlet & outlet for proper Installing, IE-3 High efficiency induction motor mounted on vibration isolators suitable for 415V±10%, 50 Hz. 3 phase electric supply. And complete as per technical specification
1226	5.086	The speed of the motor shall be less than 1450 RPM and the impellar speed shall be less than 1000 RPM. \nContractor to supply fan starter panel mounted directly on fan body / Modular along the fan and shall be installed by himself complete in all respect with necessary FRLS PVC control & power cabling. The panel shall be of IP 42 Protection and must have arrangmnet to communicate with BMS & fire signal input -output.\nContractor shall submit pressure drop calculation before ordering this fan as per approved shop drawing. Also motor selected shall be 20% higher capacity w.r.t. power required at duty point.
1227	5.087	5.3.1.5.1 )7500 cfm @ 15 mm of wg total static- For Utility Room Exhaust		1	each
1228	5.088	5.3.1.6 )Pressurization fans
1229	5.089	Supply, installation, testing and commissioning of Tube Axial Fans as per specification , the fan shall be AMCA Certified complete with mounting accessories, spring isolators, all accessories as per specifications . Fans shall be suitable for 415V, 3 Phase, 50 Hz AC power supply and Fan shall be provided with fire retardant flexible connection at discharge.\nThe fan shall be supplied with suitable size Spring vibration isolators.\nFan shall be Fire Rated for 250 Deg. C for 2 hours
1230	5.09	5.3.1.6.1 )8500 CFM-10 mm static		5	each
1231	5.091	5.3.1.6.2 )9500 CFM-10 mm static		4	each
1232	5.092	5.3.1.6.3 )12500 CFM-10 mm static		4	each
1233	5.093	5.3.1.6.4 )13500 CFM-10 mm static		4	each
1234	5.094	5.3.1.7 )Cabinet fans: SITC of AMCA Certified supply & exhaust type cabinet fan complete with mounting accessories, vibration isolators, Fire retardant flexible connection & all accessories as per specifications and any other item required to make the system complete. Fans shall be suitable for 415V, 3 Phase, 50 Hz AC power supply. \nFan shall have noise level ? 60 dba at a distance of 1.0 Meter\n Fan shall be AMCA Certified
1235	5.095	5.3.1.7.1 )3500 CFM-10 mm static		3	each
1236	5.096	5.3.2 )For Kitchen Exhaust
1237	5.097	5.3.2.1 )SCRUBBER - Supply, installing, testing and commissioning industrial grade electrostatic air Scrubber for kitchen application ,complete as per technical specification.
1238	5.098	Dry scrubber – Electrostatic Air cleaner as per specifications, suitable for\nfollowing capacities. The Air filtration efficiency should be between 90 to 95% &\nunits shall be staked one above other or side by side as per site requirement.\nFinishing - Powder coated.\nOperating voltage - 220 Vac+/-10%, 50 Hz (Single phase)\nFeatures - Short circuit, arc protection with auto power restore for power pack\nEfficiency - Upton 95%, meets NIOSH 5026 Oil Mist Test\nParticle Size - Collects particles as small as 0.01 microns\nMotor - Sealead ball bearings UL, single phase.\nCell - Ionizing voltage - 12 KVdc\nCollector voltage - 6 KVdc\n
1239	5.099	One cell comprising of 9 ionizing wires and 25 collection plate\nControls - Auto cut-off when door is opened. Indicator lights for fault, normal or\nwash function.\nPre-filter - Aluminum mesh, washable Dry contact for BMS.\nNOTE-\n1. Electrical static air cleaner shall be suitable for Indoor installation and shall have IP 42 protection.\n2. units shall be staked one above other or side by side as per site requirement.\n3. Unit shall be provided with Manual Cleaning arrangmnets
1240	5.1	Contractor to supply Scrubber starter panel eithir mounted directly on unit body or Modular along the unit and shall be installed by himself complete in all respect with necessary control & power cabling. The panel shall be of IP 42 Protection and must have arrangmnet to recive BMS & fire signal input.
1241	5.101	5.3.2.1.1 )For Exhaust Air Capacity - 3200 CFM		1	each
1242	5.102	5.3.2.2 )KITCHEN EXHAUST FAN- Supply, installation , testing & commissioning of Fan - SISW backward curved centrifugal fan (side discharge ) with necessary supports arrangement, sq cage induction motor, GSS frame support work, belt drive with required size pulleys and belts, spring type vibration isolator, base frame, motor shall be class EFF1 and suitable to 415+/-10% V, 50 hz, 3 phase AC supply. \nFan shall be suitable for Kitchen exhaust ( without considering kitchen hood and grease filters ) & Total static pressure should not be less than 35mm. Complete fan, scroll and blade shall be powder coated with non stick paint. Fan shall be supplied with starter panel BMS canpatible..\nMotor shall be outside the airstream & Class F insulation\nExhaust fans shall be with SS insect mesh at to exhaust air & belt guard. Exhaust fan shall be with vcd & shall be connected by fire rated canvass connection.\nFan performance rating data shall be tested accordance with AMCA Standard 210-85
1243	5.103	Fan mounting stand shall be MS powder coated and shall be able to withstand fan static and dynamic weight. Fan motor enclosure shall be IP-55 rated. Contractor to supply fan starter panel mounted directly on fan body / Modular along the fan and shall be installed by himself complete in all respect. The panel shall be of IP 55 Protection and must have arrangmnet to recive BMS & fire signal input.\n If required contractor to provide canopy above fan starter panel. Fan capacity shall be matched with approved air quantity of dry scrubber unit. Contractor shall submit pressure drop calculation before ordering this fan as per approved shop drawing. Also motor selected shall be 20% higher capacity w.r.t. power required at duty point.
1244	5.104	5.3.2.2.1 )For Exhaust Air Capacity - 3200 CFM @ 35 mm Total Static Pressure or as per actual calculations		1	each
1245	5.105	5.3.3 )AHU FAN SECTION
1246	5.106	Supply, Installation, Testing and Commissioning of Floor mounted single skin Air Handling Units. The AHU shall comprises of HDPE washable pre filter 10 micron, vibration isolators.\nAL opposed blade dampers at discharge in 18 G only, with nylone gear. Flexible canvass connections constructed of fire resistant material, double canvas sleeve connection,.\nEntire unit shall b supported on MS channel/basefreame.\n
1247	5.107	The AHU shall be with marine light, Fan guard and door open limit switch. \nAHU shall have blower for Supply only.\nThe AHU shall be supplied with Protection frame with 3 mm Thick GI wire with 1 inch spacing for filter protection. The arrangement shall allow the smooth removal of filter for cleaning.
1248	5.108	The AHU fan motor shall be of min EFF-1 standard . The AHU shall be supplied with suitable electrical power starter panel mounted directly on AHU body with necessary control & power cabling. The panel shall be of IP 55 Protection and must have arrangmnet to recive BMS & fire signal input.\nAll necessary internal FRLS PVC wiring, Pump working / Standby wire /control shall be provided by OEM, only single point supply will be provided to AHU panel.
1249	5.109	Contractor shall submit pressure drop calculation before ordering this AHU as per approved shop drawing. Also motor selected shall be 20% higher capacity w.r.t. power required at duty point.
1250	5.11	5.3.3.1 )35000 CFM @ 25 External Static Pressure		2	each
1251	5.111	5.3.3.2 )30000 CFM @ 25 External Static Pressure		2	each
1252	5.112	5.3.3.3 )13500 CFM @ 25 External Static Pressure		1	each
1253	5.113	5.3.4 )DUCT WORK
1254	5.114	5.3.4.1 )Supply, installation, balancing and commissioning of factory fabricated GSS sheet metal rectangular/round ducting complete with neoprene rubber gaskets, elbows, splitter dampers, vanes, hangers, supports etc. as per approved drawings and specifications of following sheet thickness complete as required.\nDucting shall be provided with min. 120 GSM
1255	5.115	5.3.4.1.1 )Thickness 0.63 mm - (0 To 750 mm Longest dimension)		1102	sqm
1256	5.116	5.3.4.1.2 )Thickness 0.80 mm - (751 To 1500 mm Longest dimension)		700	sqm
1257	5.117	5.3.4.1.3 )Thickness 1.00 mm - (1501 To 2200 mm Longest dimension)		904	sqm
1258	5.118	5.3.4.2 )Supply, installation, balancing and commissioning of site fabricated GSS sheet metal rectangular/round ducting complete with neoprene rubber gaskets, elbows, splitter dampers, vanes, hangers, supports etc. as per approved drawings and specifications of following sheet thickness complete as required.\nDucting shall be provided with min. 120 GSM
1259	5.119	5.3.4.2.1 )Thickness 0.63 mm - (0 To 750 mm Longest dimension)		248	sqm
1260	5.12	5.3.4.2.2 )Thickness 0.80 mm - (751 To 1500 mm Longest dimension)		175	sqm
1261	5.121	5.3.4.2.3 )Thickness 1.00 mm - (1501 To 2200 mm Longest dimension)		226	sqm
1262	5.122	5.3.4.3 )KITCHEN EXHAUST DUCT-\nSupply, Fabrication, installation and testing of GI ducts - 18G thick including angle supports, channels, rods, anchor fasteners, Primary MS Painted Supports nuts-bolts-screws-rivets, gaskets, stiffners, turning vanes etc. in accordance with IS655 & approved shop drawings. Entire duct shall be fabricated at factory. \nEntire ducting shall be insulated from out side using Rockwell insulation with density of 80 kg/Cum & thickness 50mm. Insulation material shall be inline with BS 476 part 4, 6 & 7.\nEntire Ducting shall be pressure tested.\nDucting shall be provided with internal fire rated paint for 250deg c for 2 hours.\nall ancillery works shall be fire rated. The optimum paint thickness shall be applied to achieve desired fire rating.		120	sqm
1263	5.123	5.3.5 )Supply, installation, testing and commissioning of G.I volume control duct damper complete with neoprene rubber gaskets, Nylone Gear ,nuts, bolts, screws, linkages, flanges etc, as per specifications		13	sqm
1264	5.124	5.3.6 )Supplying, Installing, testing and balancing & fixing of powder coated extruded aluminum Grills of various sizes & angle of deflection as per specifications and approved drawings.
1265	5.125	5.3.6.1 )Supply Air Grills with Al. Damper		48	sqm
1266	5.126	5.3.6.2 )Return Air Grills		2	sqm
1267	5.127	5.3.7 )Supplying, Installing, testing, balancing & fixing of powder coated extruded aluminum Transfer Air Grills of various sizes and as per specifications and approved drawings and schedules		1	sqm
1268	5.128	5.3.8 )Diffuser
1269	5.129	5.3.8.1 )Supplying, fixing testing commissioning of supply air diffusers of powder coated aluminum with aluminum volume control dampers with anti smudge ring & removable core. and any other item required to make the system complete. The diffuser shall be provided with required neck sizes with out any extra cost\nDiifuser outer size shall be 600x600		26	sqm
1270	5.13	5.3.8.2 )Supplying, fixing testing commissioning of Return air diffusers of powder coated aluminum without volume control dampers with anti smudge ring & removable core. and any other item required to make the system complete. The diffuser shall be provided with required neck sizes with out any extra cost\nDiifuser outer size shall be 600x600		26	sqm
1271	5.131	5.3.9 )MS GRILLE
1272	5.132	5.3.9.1 )Supplying, Installing, testing and balancing & fixing of powder coated Heavy Duty MS Grills with MS damper of various sizes and with adjustable blades. \nKitchen Application		3	sqm
1273	5.133	5.3.10 )Supplying, Installing & testing of Al.powder coated Gravity louvers for Exhaust fans.		25	sqm
1274	5.134	5.3.11 )Supplying, Installing, testing and commissioning of powder coated extruded aluminum exhaust / Suction air louvers with metallic frame work & fixing accessories, to be fixed on external wall to exhaust air. Louvers need to be suitable in order avoid rain water entry @ 15 degree deflection with bird screen complete as per specification approved drawings and schedules.		16	sqm
1275	5.135	5.3.12 )Supporting Steel component like, ISA,ISMC,MS Chanel ,MS Angle, MS chequered plate, MS Plates for fabrication for support/ Foundation with double coat of red oxide and double coat of synthetic enamal paint. \n(colour shall be approved by Architect./ consultant)		9	tonne
1276	5.136	5.3.13 )Fire damper-Supply, installation, testing & commissioning of multi blade, motorised fire & smoke dampers with spring return actuator. The damper shall be of atleast 2 hr. fire rating with 450 mm duct sleeve. The damper shall be UL 555 S certified. The damper shall be constructed out of 16G galvanised sheet steel. The damper shall be provided with Airofoil opposed blade, with bass bush. & must have NO-OFF marking emboss on metal \nIt shall be complete with control panel, actuator, sensor and inter-locking / wiring / connection for tripping of Equipment's .\nThe Dampers must have a provision for BMS status.\n\nNote: Each Fire Damper Control Panel (Electronic Type) should control Motorised Dampers with the following features.\na) Control Panel should trip upon the input from External Fire panel / BMS with Auto Reset option.\nb) Interlocking of AHU’s /Fan/ Equipment's\nc) Control panel should show the status (Open / close) of individual fire damper.\n		20	sqm
1277	5.137	5.3.13.1 )Actuatos for Fire & Smoke Dampers - Contacts shall be provided in the actuator to receive signals from remote fire alarm system for closing the damper in case of fire.		24	each
1278	5.138	5.3.13.2 )Supply, laying & termination of 3C x 1.5Sq.mm power cabling between 230V single phase power socket to Actuator with necessary supports & clamps.		152	metre
1279	5.139	5.3.14 ) Acoustic insulation-Supply & fixing of Acoustic insulation for Supply air duct using 10 mm thick class 1 rating Open cell nitrile rubber elastomeric insulation with density of 140 - 180 kg / m³. The insulation manufactured as per BS 476 Part 7 & which should also meet UL 94 test supplementary materials for air distribution system which should not absorbs less 0.2% water by volume (ASTM c 209), should not support microbial growth (ASTM 2180, G21, G22) and should not emit objectionable odors (ASTM C 665) and should have thermal conductivity of 0.04W/m K @ 20 degC as per DIN EN 12667. and water vapor permeance of 0.10. Adhesive shall be used additionally with CPRX compound etc. complete as required and as per specifications.
1280	5.14	5.3.14.1 )10 mm		158	sqm
1281	5.141	5.3.15 )Supplying and fixing of following thickness duly laminated aluminum foil of mat finish closed cell nitril rubber (Class \"O\") insulation on GI duct after applying two coats of cold setting adhesive (CPRX compound) The joints shall sealed with 50 mm wide and 3 mm thick self adhesive nitrile rubber tape insulation complete as per specification and as required.
1282	5.142	5.3.15.1 )19 MM thick		333	sqm
1283	5.143	5.3.15.2 )25 MM thick		406	sqm
1284	5.144	5.3.16 )Insulation bags-Supply & placement of insulation bags of size 600 x 600 above the false ceiling . The insulation shall be of glasswool with 50 mm thickness arranged in plastic bag and density of not less that 16 Kg/cum.		5928	each
1285	5.145	5.3.17 )Under deck/ Ceiling insulation- Expanded Polystyrene insulation fixed under slab (50mm thick - 24kg/m3 Density) (TF quality) with Hot Bitumen applied on on eside with wire mesh for fixing\n		970	sqm
1286	5.146	5.18 )Aluminum cladding-26 G thick Aluminum cladding for Exposed Duct thermal insulation protection. The Cladding shall be provided with Diamond finish texture.		50	sqm
1287	6	6.0 )COMPRESSED AIR SYSTEM
1288	6.001	6.1 )COMPRESSOR AND ACCESSORIES
1289	6.002	6.1.1 )Supply, installation, testing and commissioning of Lubricated Air-cooled Screw Compressor inbuilt with drier and oil injected of 125 CFM (FAD) capacity complete with motor, instrumentation & controls and all the accessories including union , reducer for piping connection to compressor		1	each
1290	6.003	6.1.2 )Air receiver complete with all the accessories as per specifications mentioned below and as per IS 2825 and MOC as per IS 2002 Gr .2 , 1.0 M³ (1.5KL) Nominal Volume Air Receiver, Suitable for working pressure of 8.5 bar, complete with welded supporting stand. Inspection door with cover , in/out flanged connection , Also anti corrosion Epoxy protective coating (blue color ) for out side also epoxy anti corrosion protective coating (white color) in side the receiver. Air reciver shall be with two nos of Pressure relief valves, dratin trap assembly and one nos of pressure gauge with isolation valve. The design and functional requirements of pressure\nrelief valves shall conform to ISO 4126-1.Safety relief valve(s) for working pressure of 8.5kg(g)		1	each
1291	6.004	6.1.3 )Particulate filter of 125 CFM capacity to remove liquid particles down to 0.1 micron		1	each
1292	6.005	6.1.4 )Oil filter of 125 CFM capacity to remove liquid particles down to 0.01 PPM		1	each
1293	6.006	6.2 )PIPING
1294	6.007	6.2.1 )Supply & installation GI pipes comply to IS: 1239 (Class HVY up to 150 NB) & IS: 3589 Gr 410 for 200NB & Above (6 mm thick) .Fittings shall comply to ASTM A105 & ASTM A234 Gr. WPB.Flanges shall be as per ASTM A105 & IS: 2062. Flanges shall be dimensionally as per ANSI B16.5, 150#. All other fittings =50NB shall be dimensionally as per ANSI B16.11, 3000# and >65 NB as per ANSI B16.9.Piping joints shall be socket welded to ANSI B16.11 for sizes =50NB and butt welded to ANSI B16.25 for >50NB. The work shall\ninclude all necessary pipe fittings.
1295	6.008	Above ground shall be painted with anti corrision epoxy coating with colour as specified, including necessary flanged joints, bends, tees .After erection the entire piping system shall be hydro tested at 10.5 kg./sq.cm (g) pressure. Cost should be inclusive of all supports/clamps/brackets, anchor fastener etc as required
1296	6.009	6.2.1.1 )15 NB		28	metre
1297	6.01	6.2.1.2 )25 NB		176	metre
1298	6.011	6.2.1.3 )40 NB		6	metre
1299	6.012	6.2.1.4 )50 NB		380	metre
1300	6.013	6.2.2 )Underground pipes shall be laid 1 m below ground level and wrapped and coated as per IS: 10221.On completion of wrapping and coating with 4 mm thick (1 coat) entire piping system shall be hydro tested atat 1.5 times the working pressure for 2 hours.
1301	6.014	6.2.2.1 )50 NB		227	metre
1302	6.015	6.2.3 )Providing, laying, jointing and testing socketed and spigotted RCC pipes (NP2 class) conforming to IS:458 jointed with cement mortar & laid to correct levels below ground up to required depth including excavation in all kind of soil dewatering, refilling, watering ramming and removing the surplus excavated material and making good the same complete as required.
1303	6.016	6.2.3.1 )100 NB		15	metre
1304	6.017	6.3 )VALVES
1305	6.018	6.3.1 )Supply & installation Ball valve suitable for working pressure of 8.5 bar confirm to EN 1012 and BALL VALVE,ASTM A216 Gr. WCB, SS304, BODY SEAT RPTFE, 150#, RF, Sizes( = 50NB) shall be flanged. Ends shall be drilled to ANSI B16.5. valve, in smaller sizes (<50NB), shall be with screwed ends
1306	6.019	6.3.1.1 )15 NB		7	each
1307	6.02	6.3.1.2 )25 NB		40	each
1308	6.021	6.3.1.3 )40 NB		1	each
1309	6.022	6.3.1.4 )50 NB		9	each
1310	6.023	6.3.2 )Automatic drain Trap assembly inclusive of two nos ball valves, one no of strainer and trap with balance line as shown in the Layout drawing		4	each
1311	6.024	6.3.3 )Supply & installation cast iron double flanged with cast iron body and gunmetal internal parts conforming to IS : 5312. horizontal / vertical Non return valve including rubber gasket, union, etc. complete as required.
1312	6.025	6.3.3.1 )50 NB		1	each
1313	6.026	6.4 )INSTRUMENTS
1314	6.027	6.4.1 )Provide pressure gauges, conforming to the requirements of IS-3624:1987, All gauges shall be provided with snubbers. Gauges shall have 100mm diameter dial, white coated with black figures and graduations. Shutoff cock shall be provided between gauge and piping to permit gauge removal while system is under pressure		3	each
1315	6.028	6.4.2 )Supply & installation of Pressure transmitter of aluminum casing (epoxy coated), and 316 SS element and accuracy of +/-0.01% of span, including accessories , indication with lcd display.		1	each
1316	7	7.0 )ELECTRICAL WORKS
1317	7.001	7.1 )RMU, HT PANELS, TRF, 4 POLE STRUCTURE FOR 33 KV SYSTEM and BUS DUCTS
1318	7.002	7.1.1 )RMU
1319	7.003	7.1.1.1 )Supply, installation , testing & commissioning of compact RMU (Ring main unit). comprising 1 No. 33 KV , 630 A , 25 KA , VCB breaker as incomer and 2 nos. 630 A VCB as outgoing with necessary protections, earth switch bus bars, interlocking and earth bar complete with snap action mechanism for manual operation along with Earth switch for Cable and breakers. RMU shall be suitable for outdoor installation with IP-55 protection (Minimum). The same shall be provided with Control supply Power pack system of adequate capacity.		1	Set
1320	7.004	7.1.1.2 )Supply, installation, testing & commissioning of Metering cubicle (Outdoor type) as per EB specification, statutory requirement and by-laws of the state as shown in the attached Dwg:TCE-10106D-EL-4000-AU-41901, 41902. This meter shall be suitable for net metering considering 200kWp Solar power generation.		1	Set
1321	7.005	7.1.1.3 )4 POLE STRUCTURE
1322	7.006	The BOQ given is for reference only. The Bidder shall make his own estimate of quantities for all items, systems. It should be clearly understood that the contract for this system will be on 'EPC' (lump sum) basis and no variation will be allowed for items of works not foreseen or omitted by the Bidder at the proposal stage. Even if all components of a system are not explicitly identified and/or listed herein, these shall be supplied under this contract to ensure completeness of the system and facilitate proper operation and easy maintenance of the system. The BOQ shall be submitted by the Bidder along-with the Proposal. Bidder to note that supply & installation of 33kv cable and its termination is accounted separately in BOQ so shall not be considered in the lumpsum pricing.
1323	7.007	7.1.1.3.1 )Four pole structures, including 200 X 100 RSJ poles-13 Mtr long, foundation for RSJ poles and epoxy primer with epoxy paint for RSJ poles including installation of GOD switch, 33KV, 200 A with connecting rod, down pipe, operating handle & with all necessary accessories including required hardware, clamps of 50 X10 mm flat, 100 X 50 mm ISMC supports etc. Structural support except RSJ pole shall be galvanised, providing 33kV polymer disc and pin insulators, AAAC DOG conductor with heat shrinkable Raychem sleeving, accessories such as PG clamps, support structure etc. as per EB specifications. The scope of works also includes tapping of 33KV(E), 3C x 300 sq.mm. AL. XLPE cables from 33kV line pole near metering yard, Laying, Termination up to Four pole structure and further laying from Four pole structure to Metering kiosk / HT Panel / RMU panels located near Four pole structure.		1	Lumpsum
1324	7.008	7.1.1.3.2 )200mm X 100mm RSJ Poles of 13 meters height with two coats of epoxy primer and two coats of epoxy paint for tapping 33 kV power supply from 33kV Transmission line located near MSME plot. - 4 Nos.
1325	7.009	7.1.1.3.3 )Cross arms of ISMC 100 with two coats of primer & two coats of silver paint. - 16 Nos.
1326	7.01	7.1.1.3.4 )36 kV polymer disc insulators with hardware suitable for 0.1 AAAC DOG conductor - 6 Nos.
1327	7.011	7.1.1.3.5 )36 kV polymer pin insulators as per EB (BSEB) and TCE Specification - 12 Nos.
1328	7.012	7.1.1.3.6 )Lightning arrestors-30kV Gapless Metal oxide - 3 Nos.
1329	7.013	7.1.1.3.7 )33kV GOD (Double break Isolator) and mounting channel & with all other necessary accessories - 2 Nos.
1330	7.014	7.1.1.3.8 )Pole earthing (G.I. pipe Earthing) as per IS 3043 standard / TCE Specifications (Approx. Qty. - 10 Nos.)
1331	7.015	7.1.1.3.9 )Anti climbing device suitable for Four Pole structure
1332	7.016	7.1.1.3.10 )Stay sets , Strut poles
1333	7.017	7.1.1.3.11 )Clamps and hardware
1334	7.018	7.1.1.3.12 )33kV Danger boards in English and Hindi
1335	7.019	7.1.1.3.13 )Filling of gravel (80mm min.) in 36kV metering yard & Four pole structures
1336	7.02	7.1.1.3.14 )Other items - if any for successful completion of above system
1337	7.021	7.1.2 )HT PANEL-1
1338	7.022	33 kV, VCB Panel Board
1339	7.023	Supply, installation, testing , commissioning (SITC) assembly, factory test, loading, unloading & supervision at site of Outdoor type HT panel board fabricated out of minimum 2 mm thick sheet steel as per specifications. The panel shall be complete with cable termination arrangement for incoming & outgoing XLPE, 33 KV cable along with Earth switch for Cable and breakers. The panel shall comprise of the following:
1340	7.024	7.1.2.1 )The HT panel includes 1 No. of 630A VCB as a Incomer and 2 Nos. of 630A VCB (with provision of 1 no. outgoing for future) as outgoing for Transformer, required protective relays suitable for Protecting 2 Nos. of 1000 kVA ONAN type Transformer. Refer Dwg:TCE-10106D-EL-4000-AU-41901, 41902		1	Each
1341	7.025	7.1.3 )33 kV Cables
1342	7.026	7.1.3.1 )Supplying of XLPE power cable of 33 KV (UE) grade of following size (As per EB requirement for incoming cable)
1343	7.027	7.1.3.1.1 )3C X 300 SQMM		760	Metre
1344	7.028	7.1.3.2 )Laying of one number XLPE power cable of 33 KV grade of following size direct in ground through hume pipes including excavation and refilling the trench etc. as required.
1345	7.029	7.1.3.2.1 )Above 120 sqmm and up to 400 sqmm		760	Metre
1346	7.03	7.1.3.3 )Supplying and making outdoor cable end termination with heat shrinkable joining kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminum conductor cable of 33 KV (UE) grade as required.
1347	7.031	7.1.3.3.1 )3 C X 300 SQMM (Terminations suitable for terminating on 4 pole structure, RMU, HT panel, Outdoor Oil TRF etc.)		2	Each
1348	7.032	7.1.3.4 )Supplying and making Indoor cable end termination with heat shrinkable joining kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminum conductor cable of 33 KV (UE) grade as required.
1349	7.033	7.1.3.4.1 )3 C X 300 SQMM (Terminations suitable for terminating on HT RMU and HT panel)		9	Each
1350	7.034	7.1.3.5 )Supplying and making outdoor cable (Raychem / 3M or Equivalent make) Heat Shrinkable Straight through joint termination kits complete with all accessories including lugs suitable for following sizes of 33 kV, XLPE insulated Aluminum conductor UE grade, Flat strip armoured cable. (Supply & installation included).
1351	7.035	7.1.3.5.1 )3C X 300 sq mm. UE grade cable		2	Each
1352	7.036	7.1.4 )Power Transformers
1353	7.037	7.1.4.1 )1000 KVA, 33/0.433KV, Dyn11, 3-ph , 50Hz, Class A insulation, impedance 5%, ONAN cooled , copper wound , oil filled with OLTC & RTCC in steps of 1.25% from + 10% to - 10% at HV side. Losses will be based on IS-1180 guidelines.		2	Each
1354	7.038	7.1.5 )Miscelleneous Items
1355	7.039	7.1.6 )Bus Duct (In sandwich construction)\nSupplying, installing by suspension on from ceiling & Floor, testing and commissioning of following capacity sandwhich type Bus trunking for use on 3 ph+4 wire 415 volts , 50 Hz, AC supply with metal clad enclosure of 1.6 mm thick steel sheet duly powder coated in convinient sections complete with 4 nos aluminum bus bars, necessary joints, elbow joints & expansion joints and bends fire barrier at building entry , adopter box and copper flexible for joints(Transformer end and panel end) , continuous earthing with 2 nos aluminum strip of suitable size(one on each side) including G.I. clamping brackets , suspenders, angle iron bracket, steel fasteners, connecting to earthing system as required. Bus Duct should be suitable for indoor and outdoor installation.
1356	7.04	7.1.6.1 )1600 amps		30	Metre
1357	7.041	7.2 )UPS SYSTEM & INVERTER
1358	7.042	7.2.1 )Supply,Transprtation, storing at site, shifting at work place, installation, Testing and commissioning of the following rating Modular type UPS/Inverter as per specifications and complete in all respects. The scope also includes supply, Installation, Testing and Commissioning of Sealed Maintenance Free lead acid Batteries complete with intercell connectors & copper cables, battery stand made out of Powder Coated MS Angles with adequate supports to carry the load of the batteries & also TVSS at the input of each UPS to protect against transients, surges & Noise as per the tender specifications.
1359	7.043	7.2.1.1 )200 KVA UPS in parallel mode with 15 minutes battery back up with static & manual bypass Input Voltage: 3 Ph 415 Volts, ±10% , Output : 3 -Phase-415 Volts, 50 Hz ±2% ,		2	Each
1360	7.044	7.2.1.2 )20 KVA UPS with ,15 Min battery backup , with static & manual bypass Input Voltage: 3 Ph 415 Volts, ±10% Output : 3 -Phase-415 Volts, 50 Hz ±2% ,		1	Each
1361	7.045	7.2.1.3 )5 KVA Digital True Sine wave inverter , Offline, 15 Min battery back, Input Voltage : 1 Ph 230 Volts, ±10% , Output : 1-Phase-230Volts, 50 Hz ± 2%		2	Set
1362	7.046	7.2.1.4 )2 KVA Digital True Sine wave inverter , Offline, 15 Min battery back, Input Voltage : 1 Ph 230 Volts, ±10% , Output : 1-Phase-230Volts, 50 Hz ± 2%		1	Set
1363	7.047	7.2.1.5 )1 KVA Digital True Sine wave inverter , Offline, 15 Min battery back, Input Voltage : 1 Ph 230 Volts, ±10% , Output : 1-Phase-230Volts, 50 Hz ± 2%		1	Set
1364	7.048	7.3 )DG SETS AND EXHAUST PIPING SYSTEM
1365	7.049	7.3.1 )Supply, installation, testing and commissioning of radiator cooled 250kVA , 0.415 KV, 50 Hz- 3 phase prime (actual) rating diesel generating set along with powder coated acoustic enclosure, AVM Pads including cable termination box with all associated equipment / work as per specifications. Alternator shall have class F insulation 415 Volts and rated for 200 KW output at 0.8 p.f. at site. suitable for outdoor type operation/installation. Refer DG Switchgear SLD -TCE.10106D-EL-SK-41905.		2	Set
1366	7.05	Exhaust Piping-Supply, installation, errection
1367	7.051	7.3.1.1 )M.S exhaust pipe with flanges, bends, etc. of 250mm dia with 5 mm wall thickness. for 10 Meters - For above 2 DG sets.
1368	7.052	7.3.1.2 )MS support for E.pipe (Angle, Channel of different size etc.) complete with fabrication, erection & painting etc. as per standard - For above 2 DG sets.
1369	7.053	7.3.1.3 )50 mm thick insulation for exhaust pipe (Aluminum 24/26 SWG sheet & glass wool / rockwool for 250 mm dia for 10 Meters - For above 2 DG sets.
1370	7.054	7.3.1.4 )990 litre day oil tank suitable for outdoor storage located near to DG set with Required pipe and other accessories as per statutory requirement etc.- For above 2 DG sets.
1371	7.055	7.3.1.5 )DG set Stack/chimney height shall be suitable to conform to latest pollution control norms set by CPCB or MPCB, factory act applicable whosoever is stringent including design and Preparation of all drawings for stack and stack supporting arrangement. - For above 2 DG sets.
1372	7.056	7.4 )LT PANELS
1373	7.057	7.4.1 )Supplying, Installation, testing and commissioning of cubical type LT panel suitable for 415V, 3 Phase,4 wire 50 Hz AC supply system fabricated in compartmentalized design from CRCA sheet steel of 2mm thick for frame work and covers (Panels having ACB as Incomer – FORM 4A and other Panels – FORM 3B), 3mm thick for gland plates i/c cleaning & finishing completed 7 tank process of powder coating in approved shade, having 60Amp capacity extensible type TPN Aluminum alloy bus bars of high conductivity,DMC/SMC bus bar supports, with short circuit withstand capacity for 1 sec, bottom base channel of MS section not less that 100 mm x 50mm x 5mm thick, fabrication shall be done transportable sections, entire panel shall have a common copper earth bar of size 50mmx6mm at the rear with 2 no's earth stud, solid connections from main bus bar to switchgears with required size of aluminum bus bars and control wiring FRLS PVC insulated copper conductor S/C cable alleys, cable gland plates in two half, i/c providing following switch gears: (with all necessary hardware, accessories as required for complete installation as per specifications and DWG:TCE.10106D-4000-AU-41901).
1374	7.058	7.4.1.1 )PCC		1	Each
1375	7.059	7.4.1.2 )Main Admin panel		1	Each
1376	7.06	7.4.1.3 )Main Dining Panel		1	Each
1377	7.061	7.4.1.4 )Main UPS MCC Panel		1	Each
1378	7.062	7.4.1.5 )Training CNC Panel		1	Each
1379	7.063	7.4.1.6 )Training Admin UPS Panel		1	Each
1380	7.064	7.4.1.7 )Production CNC Panel		1	Each
1381	7.065	7.4.1.8 )Production Admin UPS Panel		1	Each
1382	7.066	7.4.1.9 )Training Raw Power MCC-1		1	Each
1383	7.067	7.4.1.10 )Training Raw Power MCC-2		1	Each
1384	7.068	7.4.1.11 )Training Raw Power Sub Panel		1	Each
1385	7.069	7.4.1.12 )Main Lighting & Power panel - Training		1	Each
1386	7.07	7.4.1.13 )Main Lighting & Power panel - Production		1	Each
1387	7.071	7.4.1.14 )Production Raw Power MCC		1	Each
1388	7.072	7.4.1.15 )Production Raw Power Sub Panel		1	Each
1389	7.073	7.4.1.16 )Training HVAC Terrace Panel-Outdoor		1	Each
1390	7.074	7.4.1.17 )Main HVAC Panel		1	Each
1391	7.075	7.4.1.18 )Production HVAC Terrace Panel -Outdoor		1	Each
1392	7.076	7.4.1.19 )Utility Panel		1	Each
1393	7.077	7.4.1.20 )APFC-1 Panel		1	Each
1394	7.078	7.4.1.21 )Feeder Pillar1		1	Each
1395	7.079	7.4.1.22 )Boys Hostel Sub Panel		1	Each
1396	7.08	7.4.1.23 )Girls Hostel+ staff accommodation Sub Panel		1	Each
1397	7.081	7.4.1.24 )Sump pump Panel		1	Each
1398	7.082	7.4.1.25 )Plug and Play area Panel		1	Each
1399	7.083	7.4.1.26 )Cable Termination Adapter Panel For machines with 63 A, 16 kA MCCB.		39	Each
1400	7.084	7.4.1.27 )Cable Termination Adapter Panel For machines with 100 A, 16 kA MCCB.		1	Each
1401	7.085	7.4.1.28 )Cable Termination Adapter Panel For machines with 160 A, 16 kA MCCB.		1	Each
1402	7.086	7.4.1.29 )Cable Termination Adapter Panel For machines with 200 A, 16 kA MCCB.		1	Each
1403	7.087	7.4.1.30 )Cable Termination Adapter Panel For machines with 400 A, 25 kA MCCB.		2	Each
1404	7.088	7.4.1.31 )Residential Energy meters having class 0.1 accuracy of measurement inline with the electricity distribution company specifications and approvals for loads less than 10 kw		10	Each
1405	7.089	7.4.1.32 )100 A, 16 kA MCCB with Enclosure for Isolation of Equipment's .Suitable for Cable Termination at both ends.		1	Each
1406	7.09	7.4.1.33 )400 A, 25 kA MCCB with Enclosure for Isolation of Equipment's .Suitable for Cable Termination at both ends.		1	Each
1407	7.091	7.4.1.34 )630 A, 25 kA MCCB with Enclosure for Isolation of Equipment's .Suitable for Cable Termination at both ends.		1	Each
1408	7.092	7.5 )MV / LV CABLING SYSTEM & ITS TERMINATIONS, CABLE TRAYS AND RACEWAYS
1409	7.093	The cabling work includes Supply, handling (shifting from place of unloading to place of storage & shifting from place of storage to place of installation including insurance), installation, testing, commissioning & performance demonstration of LV Cables of following sizes to be laid buried in ground / through hume pipes or ready made RCC trenches/ laid on cable trays or pipe rack. Civil work such as excavation and back filling with sand & brick/ RCC tile/ semi-circle hume pipe protection etc., Cable trays with supports are measured separately. Miscellaneous items such as cable dressing accessories like nylon tie, Aluminum clamps, GI cleats, cable tags, etc. are included in the scope. Removal of empty drums, cartons and making the site normal as instructed by Employer/ client is included in scope. Installation of cables involves working at heights in the range of 8 to 12 meters. Use of Cherry piker/Scissor Lift & other necessary safety gears arrangements for working at this height shall be included in the scope of installation contractor.
1410	7.094	7.5.1 )Supplying and making cable route marker with cement concrete 1:2:4( 1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with thickness of 10cm including incription duly engraved as required.		75	Each
1411	7.095	7.5.2 )Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum conductor cable of 1.1 KV grade as required.
1412	7.096	7.5.2.1 )3.5 C x 70 Sqmm(38mm)		30	Each
1413	7.097	7.5.2.2 )3.5 C x 120 Sqmm(45mm)		36	Each
1414	7.098	7.5.2.3 )3.5 C x 185 Sqmm(58mm)		18	Each
1415	7.099	7.5.2.4 )3.5 C x 300 Sqmm(70mm)		120	Each
1416	7.1	7.5.2.5 )4 C x 16 Sqmm(28mm)		392	Each
1417	7.101	7.5.2.6 )4 C x 25 Sqmm(28mm)		400	Each
1418	7.102	7.5.3 )Supply, loading, transportation unloading at site, storages at site, shifting from storage place to site and laying of following sizes of XLPE insulated PVC(Type ST-2) inner sheathed & FRLS outer sheathed, Aluminum conductor galvanized steel round wire/ flat strip armoured power cable of 1.1 KV grade conforming to IS amended up to date and as per specifications.
1419	7.103	7.5.3.1 )3.5 C x 70 Sqmm		1960	Metre
1420	7.104	7.5.3.2 )3.5 C x 120 Sqmm		1490	Metre
1421	7.105	7.5.3.3 )3.5 C x 185 Sqmm		2126	Metre
1422	7.106	7.5.3.4 )3.5 C x 300 Sqmm		12499	Metre
1423	7.107	7.5.2.5 )4 C x 16 Sqmm		7010	Metre
1424	7.108	7.5.2.6 )4 C x 25 Sqmm		13200	Metre
1425	7.109	7.5.4 )Supply, loading, transportation unloading at site, storages at site, shifting from storage place to site of following sizes of XLPE insulated PVC(Type ST-2) inner sheated & FRLS outer sheathed, Copper conductor galvanized steel round wire/ flat strip armoured power Cable of 1.1 KV grade conforming to IS amended up to date and as per specifications.
1426	7.11	7.5.4.1 )3C x 2.5 Sqmm		1280	Metre
1427	7.111	7.5.4.2 )4 C x 10 Sqmm		9400	Metre
1428	7.112	7.5.4.3 )4 C x 4 Sqmm		1432	Metre
1429	7.113	7.5.5 )Cable end termination with brass double compression gland and Copper lugs for following size of XLPE insulated and PVC sheathed copper conductor cable of 1.1kV grade as required with earthing. Miscellaneous items like cable lugs, G.I nut - bolts and G.I washers, consumables and other hardware materials as required to make the installation complete, are in the scope. All G.I Nut, bolt and washers shall be HDGI with 80 micron.
1430	7.114	7.5.5.1 )3C x 2.5 Sqmm		258	Each
1431	7.115	7.5.5.2 )2C x 4 Sqmm		4	Each
1432	7.116	7.5.5.3 )1C x 25 sq.mm (CU)		18	Each
1433	7.117	7.5.5.4 )1C x 240 sq.mm (CU)		36	Each
1434	7.118	7.5.5.5 )4 C x 10 Sqmm (25mm)		178	Each
1435	7.119	7.5.5.6 )4 X 4 sq. mm		74	Each
1436	7.12	7.5.6 )Supply, loading, transportation unloading at site, storages at site, shifting from storage place to site of following sizes of XLPE insulated PVC(Type ST-2) inner sheated & FRLS outer sheathed, Copper conductor unarmoured power Cable of 1.1 KV grade conforming to IS amended up to date and as per specifications.
1437	7.121	7.5.6.1 )1C x 25 sq.mm (CU)		150	Metre
1438	7.122	7.5.6.2 )1C x 240 sq.mm (CU)		285	Metre
1439	7.123	7.5.6.3 )2C x 4 Sqmm		220	Metre
1440	7.124	7.5.7 )Supplying and laying of following 1100 volts grade PVC FRLS(Type ST-2) insulated sheathed Copper conductor galvanized steel round wire/ flat strip armoured control cables in existing trenches cables trays, clamped on wall with suitable saddles, fixing bolts, including testing and commissioning.
1441	7.125	7.5.7.1 )4 core 2.5 sq mm PVC insulated copper conductor armoured control cables		580	Metre
1442	7.126	7.5.7.2 )12 core 2.5 sq mm PVC insulated copper conductor armoured control cables		120	Metre
1443	7.127	7.5.7.3 )24 core 2.5 sq mm PVC insulated copper conductor armoured control cables		120	Metre
1444	7.128	7.5.8 )Cable end termination of the following PVC insulated sheathed Copper conductor control cables of 1100 volt grade including supplying and fixing of COPPER lugs. Double compression glands with earthing. Miscellaneous items like cable lugs, G.I nut - bolts and G.I washers, consumables and other hardware materials as required to make the installation complete, are in the scope. All G.I Nut, bolt and washers shall be HDGI with 80 micron.
1445	7.129	7.5.8.1 )4 core 2.5 sq mm PVC insulated copper conductor armoured control cables		43	Each
1446	7.13	7.5.8.2 )12 core 2.5 sq mm PVC insulated copper conductor armoured control cables		18	Each
1447	7.131	7.5.8.3 )24 core 2.5 sq mm PVC insulated copper conductor armoured control cables		18	Each
1448	7.132	7.6 )DISTRIBUTION BOARDS
1449	7.133	7.6.1 )Supplying and fixing prewired SP MCB DB : Supplying and fixing following way single pole and neutral, sheet steel MCB distribution board 240 volts on surface/recess, complete with tinned copper bus bar, neutral bus bar , earth bar , din bar , interconnections , power painted including earthing etc. as required. (But without MCB / RCCB / Isolator ).
1450	7.134	7.6.1.1 )8 Way ,Double Door		6	Each
1451	7.135	7.6.1.2 )12 Way ,Double Door		1	Each
1452	7.136	7.6.2 )Supplying and fixing following way, horizontal type three pole and neutral, sheet steel,MCB distribution board, 415 Volts, on surface/recess,complete with tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
1453	7.137	7.6.2.1 )4 way (4 +12), Double door		6	Each
1454	7.138	7.6.2.2 )6 way (4+18), Double door		24	Each
1455	7.139	7.6.2.3 )8 way (4+24), Double door		51	Each
1456	7.14	7.6.3 )Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer) as required. (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
1457	7.141	7.6.3.1 )6 way (4 + 18), Double door		1	Each
1458	7.142	7.6.3.2 )8 way (4 + 24), Double door		9	Each
1459	7.143	7.6.3.3 )12 way (4 + 36), Double door		18	Each
1460	7.144	7 6.4 )Supplying and fixing following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's, with provision of 250 amps TPN 16 KA MCCB as incomer, interconnection between incomer MCCB and bus bars (but without MCB's/ MCCB) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)\nOutgoings as 63A MCBs
1461	7.145	7.6.4.1 )8 way (4 + 24), Double door		4	Each
1462	7.146	7.6.4.2 )12 way (4 + 36), Double door		22	Each
1463	7.147	7.6.5 )Supply, Installation, Testing and Commissioning of Street lighting Panel of Steel Sheet for 415V, 10 Way, 100 A RCCB/RCBO Incomer (10kA) (Ics=Icu) and 32A X 10 Nos MCB, 4P, 10kA outgoings with Astronomical Street light Timer, Power contactors, indication lamp, volt meter, ammeter and surface/ recess mounting, vertical type, 415 volts, dust protected, duly powder painted, inclusive of 100 Amps tinned Copper bus bar, common neutral link, earth bar, din bar for mounting MCB's as required. It shall have required Auto/Manual switch and ON/OFF Push buttons. \nTimer Equivalent to L and T, Legrand, Schneider astronomical timer		2	Each
1464	7.148	7.6.6 )Supply, Installation, Testing and Commissioning of Landscape lighting Panel of Steel Sheet for 415V, 10 Way, 100 A RCCB/RCBO Incomer (10kA) (Ics=Icu) and 32A X 10 Nos MCB, 4P, 10kA outgoings with Astronomical Street light Timer, Power contactors, indication lamp, volt meter, ammeter and surface/ recess mounting, vertical type, 415 volts, dust protected, duly powder painted, inclusive of 100 Amps tinned Copper bus bar, common neutral link, earth bar, din bar for mounting MCB's as required. It shall have required Auto/Manual switch and ON/OFF Push buttons.		2	Each
1465	7.149	7.6.7 )Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.
1466	7.15	7.6.7.2 )125 Amp, 16 KA		2	Each
1467	7.151	7.6.7.4 )200 Amp, 16 KA		19	Each
1468	7.152	7.6.7.6 )250 Amp, 25 KA		1	Each
1469	7.153	7.6.8 )S/F 'C' Curve , SP MCB : Supplying and fixing 5 amps to 32 amps, rating, 240/415 volts, 'C' Curve , miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
1470	7.154	7.6.8.1 )Single Pole		1291	Each
1471	7.155	7.6.8.2 )Double pole		10	Each
1472	7.156	7.6.8.3 )Triple pole		732	Each
1473	7.157	7.6.8.4 )Triple pole and neutral		36	Each
1474	7.158	7.6.9 )S/F SP MCB blanking plate : Supplying and fixing single pole blanking plate in the existing MCB DB complete etc.as required.		23	Each
1475	7.159	7.6.10 )S/F SPN RCCB :Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
1476	7.16	7.6.10.2 )40 amps		2	Each
1477	7.161	7.6.11 )Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
1478	7.162	7.6.11.2 )40 amps		15	Each
1479	7.163	7.6.11.3 )63 amps		53	Each
1480	7.164	7.6.12 )Supplying and fixing 63 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
1481	7.165	7.6.12.1 )Single Pole and Neutral		5	Each
1482	7.166	7.6.12.2 )Double pole		5	Each
1483	7.167	7.6.12.3 )Triple pole		5	Each
1484	7.168	7.6.12.4 )Triple pole and neutral		32	Each
1485	7.169	7.6.13 )Supply & installation of wall/Column/Structure mounted MCB / MCCBs/ ISOLATOR with Rittal make enclosure with IP20/IP65 protection for incoming and outgoing power cable of suitable ratings
1486	7.17	7.6.13.1 )6A SPN,10 kA, \"C\" curve, miniature circuit breaker, IP20		5	Each
1487	7.171	7.6.13.2 )6A SPN,1,10 kA, \"C\" curve, miniature circuit breaker, IP65		5	Each
1488	7.172	7.6.13.3 )16A SPN,10 kA, \"C\" curve, miniature circuit breaker, IP20		13	Each
1489	7.173	7.6.13.4 )16A SPN,10 kA, \"C\" curve, miniature circuit breaker, IP65		29	Each
1490	7.174	7.6.13.5 )63A TPN,16 kA, MCB, IP20		77	Each
1491	7.175	7.6.13.6 )63A TPN,16 kA, MCB, IP65		22	Each
1492	7.176	7.6.14 )LOCAL DOL STARTER PANEL
1493	7.177	415V, 50Hz, Short circuit rating minimum 10kA/1Sec, Outdoor type with additional rain canopy, mounted on steel structural support stand/Wall mounted, IP-65, Bottom cable entry, With TP MPCB feeders, With DOL Starter, Associated indications/push buttons & other components/accessories as applicable. TYPE-2 Coordination shall be ensured for all motor feeders.
1494	7.178	7.6.14.1 )2.2kW Motor		3	Each
1495	7.179	7.6.14.2 )3.7kW Motor		2	Each
1496	7.18	7.6.15 )LOCAL STAR DELTA STARTER PANEL
1497	7.181	415V, 50Hz, Short circuit rating minimum 10kA/1Sec, Outdoor type with additional rain canopy, mounted on steel structural support stand/Wall mounted, IP-65, Bottom cable entry, With TP MPCB feeders, With DOL Starter, Associated indications/push buttons & other components/accessories as applicable. TYPE-2 Coordination shall be ensured for all motor feeders.
1498	7.182	7.6.15.1 )11kW Motor		2	Each
1499	7.183	7.6.15.2 )15kW Motor		2	Each
1500	7.184	7.6.16 )LOCAL PUSH BUTTON STATION (LPBS)
1501	7.185	with On, Off, & Emergency Trip (LOCKABLE), Auto/Manual Push button, IP55 protection		1	Each
1502	7.186	7.7 )POINT WIRING AND ACCESSORIES
1503	7.187	7.7.1 )Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc. as required.
1504	7.188	7.7.1.1 )Group B		513	Point
1505	7.189	7.7.2 )Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc. as required.		30	Point
1506	7.19	7.7.3 )Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.		340	Metre
1507	7.191	7.7.4 )Wiring for light/ power plug with 4X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.		150	Metre
1508	7.192	7.7.5 )Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required
1509	7.193	7.7.5.1 )2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire		126	Metre
1510	7.194	7.7.5.2 )2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire		1943	Metre
1511	7.195	7.7.5.3 )2 X 4 sq. mm + 1 X 4 sq. mm earth wire		5020	Metre
1512	7.196	7.7.6 )Wiring for light point/fan point/call bell point with 1.5 sq. mm., FR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc as required.
1513	7.197	7.7.6.1 )Group B		829	Point
1514	7.198	7.7.7 )Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.		175	Metre
1515	7.199	7.7.8 )Wiring for light/power plug with 2X4 sq. mm., FR PVC insulated, copper conductor, single core cable in surface/recessed medium class PVC conduit, along with 1 no. 4sq.mm., FR PVC insulated, copper conductor single core cable for loop earthing as required.		1995	Metre
1516	7.2	7.7.9 )Wiring for Circuit/Submain Wiring along with earth wire with the following sizes of FR PVC insulated, copper conductor, single core cable in surface/recessed medium class PVC conduit, as required.
1517	7.201	7.7.9.1 )2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire		2262	Metre
1518	7.202	7.7.9.2 )2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire		6798	Metre
1519	7.203	7.7.10 )Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1 .5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. (Group C)		40	Point
1520	7.204	7.7.11 )Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
1521	7.205	7.7.11.1 )32 mm		43	Metre
1522	7.206	7.7.12 )Supplying and fixing of following sizes of Heavy duty PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
1523	7.207	7.7.12.1 )32 mm		150	Metre
1524	7.208	7.7.13 )Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
1525	7.209	7.7.13.1 )5/6 amps switch		409	Each
1526	7.21	7.7.13.2 )2 way 5/6 amps switch		25	Each
1527	7.211	7.7.13.3 )15/16 amp switch		66	Each
1528	7.212	7.7.13.4 )20 amp switch		25	Each
1529	7.213	7.7.13.5 )3 pin 5/6 amp socket outlet		389	Each
1530	7.214	7.7.13.6 )6 pin 15/16 amp socket outlet		56	Each
1531	7.215	7.7.13.7 )20/25A Socket outlet for Split AC		25	Each
1532	7.216	7.7.13.8 )Bell push		12	Each
1533	7.217	7.7.13.9 )2 Nos of 6A sockets controlled by 1 No of 16A switch for Workstations		207	Each
1534	7.218	7.7.13.10 )Supply and Installation of Reputed make Door bell		8	Each
1535	7.219	7.7.13.11 )Supplying and fixing PVC batten/ angle holder including connections etc. as required.		30	Each
1536	7.22	7.7.14 )S/F Modular Type Blanking Plate : Supplying and fixing modular blanking plate ,on the existing modular plate & switch box excluding modular plate etc. as required.		32	Each
1537	7.221	7.7.15 )S/F GI Box along with modular plate: Supplying and fixing following size /modules, GI box along with modular base & cover plate for modular switches in recess etc as required.
1538	7.222	7.7.15.1 )1 or 2 Module(75mmx75mm)		88	Each
1539	7.223	7.7.15.2 )3 Module (100mmX75mm)		807	Each
1540	7.224	7.7.15.3 )4 Module (125mmX75mm)		25	Each
1541	7.225	7.7.15.4 )6 Module (200mmX75mm)		5	Each
1542	7.226	7.7.15.5 )8 Module (125mmX125mm)		112	Each
1543	7.227	7.7.16 ) Supply & fixing following modular base and cover plate for modular switches in recess etc as required.
1544	7.228	7.7.16.1 )1 or 2 Module		88	Each
1545	7.229	7.7.16.2 )3 Module		567	Each
1546	7.23	7.7.16.3 )4 Module		25	Each
1547	7.231	7.7.16.4 )6 Module		5	Each
1548	7.232	7.7.16.5 )8 Module		112	Each
1549	7.233	7.7.17 )Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin , 5/6 Amps modular socket outlet and 5/6 Amps modular switch , connection etc . as required .		987	Each
1550	7.234	7.7.18 ) Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin , 15/16 Amps modular socket outlet and 15/16 Amps modular switch , connection etc . as required .		238	Each
1551	7.235	7.7.19 )Supplying and fixing call bell/ buzzer suitable for single phase,230 Volts, complete as required.		4	Each
1552	7.236	7. 7.20 )Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.
1553	7.237	7. 7.20.1 )Group B		166	Each
1554	7.238	7.7.21 )Supplying and fixing TP sheet steel enclosure on surface/ recess along with 16/25/32amps 415 volts \"C\" curve TP MCB complete with connections, testing and commissioning etc. as required.		2	Each
1555	7.239	7.7.22 )S/F 20 A SPN MCB industrial socket outlet : Supplying and fixing 20 Amps, 240 Volts, SPN, industrial type socket outlet, with 2 pole and earth metal enclosed plug top along with 20 Amps, C-Curve, SP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, and complete with connections, testing and commissioning etc. as required.		116	Each
1556	7.24	7.7.23 )S/F 20 A TPN MCB industrial socket outlet : Supplying and fixing 20 Amps, 415 Volts, TPN, industrial type socket outlet, with 4 pole and earth metal enclosed plug top along with 20 Amps, C-Curve, TP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, and complete with connections, testing and commissioning etc. as required.		1	Each
1557	7.241	7.7.24 )S/F 30 A TPN MCB industrial socket outlet : Supplying and fixing 30 Amps, 415 Volts, TPN, industrial type socket outlet, with 4 pole and earth metal enclosed plug top along with 30 Amps, C-Curve, TP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, and complete with connections, testing and commissioning etc. as required.		2	Each
1558	7.242	7.7.25 )S/F 63 A TPN MCB industrial socket outlet : Supplying and fixing 63 Amps, 415 Volts, TPN, industrial type socket outlet, with 4 pole and earth metal enclosed plug top along with 30 Amps, C-Curve, TP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, and complete with connections, testing and commissioning etc. as required.		22	Each
1559	7.243	7.7.26 )S/F 20 A SPN MCB socket outlet : Supplying and fixing 20 Amps, 240 Volts, SPN, socket outlet, with 2 pole and earth , plug top along with 20 Amps, C-Curve, SP MCB, in weather proof enclosure/Floor Junction Box, on surface or in recess, complete with connections, testing and commissioning etc. as required.(Weather Proof Type)		2	Each
1560	7.244	7.7.27 )S/F 20 A TPN MCB socket outlet : Supplying and fixing 20 Amps, 415 Volts, TPN, industrial type socket outlet, with 4 pole and earth along with 20 Amps, C-Curve, TPN MCB, in weather proof enclosure/Floor Junction Box, on surface or in recess, and complete with connections, testing and commissioning etc. as required. (Weather Proof Type)		2	Each
1561	7.245	7.7.28 )S/F 30 A TPN MCB socket outlet : Supplying and fixing 30 Amps, 415 Volts, TPN, industrial type socket outlet, with 4 pole and earth along with 30 Amps, C-Curve, TPN MCB, in weather proof enclosure/Floor Junction Box, on surface or in recess, complete with connections, testing and commissioning etc. as required. (Weather Proof Type)		2	Each
1562	7.246	7.8 )CABLE TRAYS AND RACEWAYS
1563	7.247	7.8.1 )Supply, Installation, testing and commissioning of hot dip GI PERFORATED TYPE Cable Trays with accessories such as coupling plates, bends, tees, reducers, coupling nut-bolts etc. along with necessary supporting frame, members, angles, clamps etc. of following width. The cost of installation shall include connection, bolting, cutting, finishing etc.
1564	7.248	7.8.1.1 )600 mm width x50 mm depth x 1.6 mm thick		25	Metre
1565	7.249	7.8.1.2 )450 mm width x50 mm depth x 1.6 mm thick		25	Metre
1566	7.25	7.8.1.3 )300 mm width x50 mm depth x 1.6 mm thick		25	Metre
1567	7.251	7.8.1.4 )150 mm width x50 mm depth x 1.6 mm thick		50	Metre
1568	7.252	7.8.1.5 )100 mm width x50 mm depth x 1.6mm thick		50	Metre
1569	7.253	7.8.1.6 )75 mm width x50 mm depth x 2 mm thick		80	Metre
1570	7.254	7.8.2 )Supply, Installation, testing and commissioning of white colour powder coated PERFORATED TYPE Cable Trays with accessories such as coupling plates, bends, tees, reducers, coupling nut-bolts etc. along with necessary supporting frame, members, angles, clamps etc. of following width. The cost of installation shall include connection, bolting, cutting, etc.
1571	7.255	7.8.2.1 )600 mm width x50 mm depth x 1.6 mm thick		1339	Metre
1572	7.256	7.8.2.2 )450 mm width x50 mm depth x 1.6 mm thick		100	Metre
1573	7.257	7.8.2.3 )300 mm width x50 mm depth x 1.6 mm thick		280	Metre
1574	7.258	7.8.2.4 )150 mm width x50 mm depth x 1.6 mm thick		650	Metre
1575	7.259	7.8.3 )Supply, Installation, testing and commissioning of hot dip GI LADDER TYPE Cable Trays with accessories such as coupling plates, bends, tees, reducers, coupling nut-bolts etc. along with necessary supporting frame, members, angles, clamps etc. of following width. The cost of installation shall include connection, bolting, cutting, etc.
1576	7.26	7.8.3.1 )750 mm width x75mm depth x 2.0 mm thick		200	Metre
1577	7.261	7.8.3.2 )600 mm width x75mm depth x 2.0 mm thick		100	Metre
1578	7.262	7.8.3.3 )300 mm width x75 mm depth x 1.6 mm thick		95	Metre
1579	7.263	7.8.4 )GI Raceways:
1580	7.264	Supply, fixing, laying and embedding in underfloor GI raceway of following sizes complete with all accessories including neoprene gasket in joints ,cutting the floor and jamming the raceway with all necessary hardware (including civil works) as required.
1581	7.265	7.8.4.1 )50 x 38 x 1.6mm		150	Metre
1582	7.266	7.8.4.2 )100 x 38 x 1.6mm		165	Metre
1583	7.267	7.8.4.3 )150 x 38 x 1.6mm		75	Metre
1584	7.268	7.8.4.4 )300 x 38 x 1.6 mm		50	Metre
1585	7.269	7.8.5 )Junction box, 14 SWG CRCA powder coated, detachable access plate at four sides. Top cover shall be easily accessible for maintenance & included in scope. The required floor cutting for raceway & junction box shall be included in scope. All the junction boxes shall be provided with additional 3mm thick stainless steel (SS) plate above the junction box.
1586	7.27	7.8.5.1 )50 X 50 X 50 mm (LxWxH)		100	Each
1587	7.271	7.8.5.2 )100 X 100 X 50 mm (LxWxH)		40	Each
1588	7.272	7.8.5.3 )150 X 150 X 50 mm (LxWxH)		30	Each
1589	7.273	7.8.5.4 )250 X 250 X 50 mm (LxWxH)		10	Each
1590	7.274	7.8.5.5 )300 X 300 X 50 mm (LxWxH)		15	Each
1591	7.275	7.8.5.6 )400 X 400 X 50 mm (LxWxH)		10	Each
1592	7.276	7.9 )EARTHING SYSTEM
1593	7.277	Supply & installation of Earth conductor of the following sizes to be buried in ground (Min 600mm but could be extended to 1500mm below ground as per site conditions to overcome the crossovers with other utilities) / in cable trays / Trenches / on wall / columns / trusses / inside pvc or hume pipes including cutting, drilling, tapping, jointing by welding, connecting to equipment's, painting to welded portion by black bitumen paint and with all necessary GI hardware. Copper strips shall be brazed and layed in sleeves.\nFor Lightning protection fixing of 25x6 mm GI earth strip to PEB roof using necessary clamping arrangement is included in Electrical contractor's scope & necessary co-ordination with PEB vendor shall be ensured by Contractor. Similarly for Roof slab/Parapet wall including vertical air termination system etc. all the necessary accessories such as cleating, saddling etc. shall be included in Electrical Contractor's scope. For outdoor areas earthing laying installation prices shall be inclusive of excavation, backfilling and removal of excess soil, compacting etc. Insulator base for strips running on wall and floor.
1594	7.278	7.9.1 )G.I. earth pipe electrode with Salt/Charcoal : Earthing with GI earth pipe 4.5 Mtr long , 40 mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke & salt as required.		52	Set
1595	7.279	7.9.2 )G.I. earth pipe electrode with Salt/Charcoal : Earthing with GI earth pipe 6 Mtr long , 40 mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke & salt as required.		4	Set
1596	7.28	7.9.3 )Required number of Test Earth pits as per CEIG specific requirements 100 mm Internal Diameter, 13 mm thick 3000 mm long CI pipe (Class B or better) earth electrode as per IS 3043. The earth pit shall be provided with 75 x 12 mm GI Strip up to chamber, disconnecting links with 500 x 500 mm (clear) brick chamber & 3mm thick CI chequered plate cover with hinge. Removal of excess soil is included in the scope.		4	Set
1597	7.281	7.9.4 )Providing and fixing 25mm X 5mm GI strip on surface or in recess for connections etc. as required.		4093	Metre
1598	7.282	7.9.5 )Providing and fixing 8 SWG GI wire.		2085	Metre
1599	7.283	7.9.6 )Copper earth plate electrode : Earthing with Copper earth plate 600mm X 600mm X 3 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal/coke and salt as required.		11	Set
1600	7.284	7.9.7 )Supplying and fixing earth bus of 50mmx10mm GI strip on surface or in recess for connections etc. as required.		870	Metre
1601	7.285	7.9.8 )Providing and fixing 75mm X 12mm GI strip on surface or in recess for connections etc. as required.		213	Metre
1602	7.286	7.9.9 )Providing and fixing 25mm X 5mm CU strip on surface or in recess for connections etc. as required.		100	Metre
1603	7.287	7.10 )LIGHTNING PROTECTION SYSTEM
1604	7.288	7.10.1 )Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.		40	Each
1605	7.289	7.10.2 )Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck,nuts and spring washers etc. complete as required.		75	Each
1606	7.29	7.10.3 )Providing and fixing 25mm X 5mm GI strip on surface or in recess for connections etc. as required.		3503	Metre
1607	7.291	7.10.4 )Providing and fixing 25mm X 6 mm GI strip on surface or in recess for connections etc. as required.		70	Metre
1608	7.292	7.11 )LIGHT FIXTURES AND FANS
1609	7.293	7.11.1 )S/F Modular Type Electronic Fan Regulator : Supplying and fixing stepped type electronic fan regulator on the existing modular plate & switch box including connections but excluding modular plate etc. as required.		421	Each
1610	7.294	7.11.2 )Providing and fixing extra conduit down rod of 20 mm dia, 2X10 cm length wiring with 2 X 1.5 sq. mm FR PVC insulated, copper conductor, single core cable including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)		421	Each
1611	7.295	7.11.3 )Ceiling Fan : Installation ,testing and commissioning of ceiling fan including wiring the down rods of standard length (up to 30 cm) with 1.5 sq.mm FR PVC insulated ,copper conductor ,single core cable etc.as required.\n1200 mm Sweep size, min 340 RPM and Off white color.		421	Each
1612	7.296	7.11.4 )Ceiling Fan : Supply of ceiling fan with 1200 mm Sweep size, min 340 RPM and Off white color.		421	Each
1613	7.297	7.11.5 )Supplying and fixing extra down rod of 10 cm length G.I. pipe ,15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)		82	Each
1614	7.298	7.11.6 )Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)		82	Each
1615	7.299	7.11.7 )Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required.		3779	Each
1616	7.3	7.11.8 )Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
1617	7.301	7.11.8.1 )Upton 450 mm sweep		88	Each
1618	7.302	7.11.9 )Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.		88	Each
1619	7.303	7.11.10 )POLE ERECTION\nErection of metallic pole of the following length in cement concrete 1:3:6(1 cement:3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required
1620	7.304	7.11.10.1 )2.5 meter pole for post top		6	Each
1621	7.305	7.11.10.2 )Above 6.5 metre and up to 8.0 metre		2	Each
1622	7.306	7.11.10.3 )Above 10.00 metre and up to 12.00 metre		2	Each
1623	7.307	7.11.11 )Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling and secured with holding clamps , bolts , nuts, etc as required.		121	Each
1624	7.308	7.11.12 )Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required.
1625	7.309	7.11.12.1 )40 mm dia		363	Metre
1626	7.31	7.11.13 )LIGHTING FIXTURES: Supply , unloading, handling (shifting from place of unloading to place of storage & shifting from place of storage to place of installation including insurance), installation, testing, commissioning & performance demonstration of luminaries including electronic or electromechanical ballast, control gear, capacitor, terminal connectors, lamp and other accessories as specified below. The luminaries shall be as per the details indicated in Technical specifications and data sheets. Rates quoted shall also include the installation of lighting fixtures, mounting & supporting heavy duty GI pipe/MS angle, down rod, supporting chain, SS hardware, clamps/ connectors & all other accessories required for proper fixing of the lighting luminaries. Supply of flexible metal conduit from junction box to fixture control gear box & up to fixture is included in the scope. All necessary 0.75 kV, 3Cx2.5 sq.mm PVC FRLS multi-stranded Copper conductor flexible cable from junction box to fixture control gear box & up to fixture, assembly of fixture & integral wiring of fixture & terminations are included in the scope. Note: Catalogue numbers indicated are only to describe type of light fixture required. Lamp Colour shall be as approved by Architect / Consultant.
1627	7.311	7.11.13.1 )Integral LED 4 ft luminaire with diffuser for smooth light distribution and IP20. The luminaire should have a color consistency SDCM < 5, CRI > 70 and CCT of 6500K/5700K.Luminaire shall be designed to emit at least 4000 nominal lumens at a system efficacy of atleast 100 lumen/watt and system wattage of minimum 34W. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 50k burning hours. The electronic driver used shall have a power factor >0.95 and THD <10% and suitable for an operation voltage range of 140-270V AC. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters.\nSimilar to Phillips make BN308C LED40S-6500 L120 PSU WH/ Bajaj make BCLAB 40W LED / Havells make STOUTPLUS1200BS40WLED857SPCWH		596	Each
1628	7.312	7.11.13.2 )LED Recessed Downlighter with a nominal system lumen output of 1200 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 50,000 burning hours at L70. The luminaire should have a color temperature of 6500K/5700K and CRI>80. The luminaire shall meet IP20 rating with THD<10% and PF > 0.9. The luminaire optics shall have a high efficiency diffuser. The total power consumption should not exceed 12W (including driver).Similar to Philips Make GREENPERFORM \"Philips DN 393B LED12S-6500 PSU WH\"/ Bajaj Make BZSLO 12W WH PRO/Havells make INTEGRANEODLR10WLED857S		314	Each
1629	7.313	7.11.13.3 )LED 2x2 luminaire with CRCA housing suitable with fully diffused diffuser for general lighting in office areas. The luminaire should have CRI > 80 and CCT of both 6500K/5700K. The luminaire shall be compliant with IP20 and IK02 classification. Luminaire shall be designed to emit at least 3600 nominal lumens and efficacy of atleast 110 lumen/watt and Minimum system wattage of 31 Watts. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 50k burning hours. The electronic driver used shall have a power factor >0.95 and THD <10%. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Similar to Philips RC380B LED36S-6500 G4 L60 W60/ Bajaj make BZRSQL GX 34W CW/ Havells make VENUSNEOHE2X2PLR18-42WLED857MOD		423	Each
1630	7.314	7.11.13.4 )Dust and waterproof, IP65 LED Batten with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 50,000 burning hours at L70. The luminaire should have a color temperature of 6500K/5700K and CRI>80. The luminaire shall meet IP65 rating with THD < 10% and PF > 0.95. The luminaire housing shall have silicone gasket material and UV Stabilized Diffuser. The total power consumption should not exceed 40W (including driver). Similar to Philips Make SMARTBRIGHT Waterproof \"WT201C LED40S-6500 PSU L120 \"/ Bajaj make BIPC 40W LED XE/ Havells make MAGNUMGRANDNEOIP6636WLED857SPC		157	Each
1631	7.315	7.11.13.5 )LED Highbay luminaire with a housing of Pressure Die casted Aluminum and cover of toughened and shatter-proof quality glass to ensure protection. The luminaire should have a CRI > 80 and CCT of 6500K/5700k. The luminaire shall be compliant with IP66 classification and impact protection of IK08 to ensure durability. Luminaire shall be designed to emit at least 13500 nominal lumens at a system efficacy of atleast 120 lumen/watt and Minimum system wattage of 105W. Luminare should have specific designed optic module allows UGR<25 with both centrally fit rotationally symmetric narrow beam 60 degree option available to provide flexibility in applications. The electronic driver used shall have a power factor >0.95 and THD <10% with a minimum inbuilt surge protection of 4kV. The luminaire should have Auto Shutdown at 325+-15V and Auto Recovery options with Loop In Loop Out model available too. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Similar to Phillips make BYP325P LED130S CW PSU GR FG NB/Bajaj make BGHBM 120W LED/ Havells make SAUCERNEOP100WLED75790DLT G		74	Each
1632	7.316	7.11.13.6 )LED based Street light, housing made up of Pressure Die Cast Housing LM 6 Alloy/ Anti Dust Exposed Lens, sturdiness and embossed brand name/logo name of manufacturer. The fixture should have a minimum system efficacy of 100 lumen/Watt and a minimum system lumen output of 3500 lumens and minimum system wattage of 35 Watts. The fixture shall be designed for a system life of 50,000 hours @70% lumen maintenance. Ingress Protection of IP66 (lamp and gear Compartment). The fixture driver should have an operating voltage range of 140-270 V, surge protection of >=3KV, PF >0.9 , THD<10% and SDCM<5. The driver should be BIS approved, fully potted and encapsulated. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Similar to Philips CAT No. - BRP409 LED CW 035 NR FG S1 PSU GR/ Bajaj make BRLEP 36W LED WH/ Havells make ENDURAPEARLSL30WLED757SASYTOPCMP		125	Each
1633	7.317	7.11.13.7 )LED based Flood light, housing made up of pressure die cast aluminum Alloy with effective thermal management, sturdiness and embossed brand name/logo name of manufacturer. The fixture should have a minimum system efficacy of 105 lumen/Watt and a minimum system lumen output of 15000 lumens and minimum system wattage of 140 Watts.The fixture shall have a CRI of minimum 70. The fixture shall be designed for a system life of 50,000 hours @70% lumen maintenance. Ingress Protection of IP66 (lamp and gear Compartment) and Mechanical Impact Resistance Rating of IK >=05.The fixture driver should have an operating voltage range of 140-270 V, surge protection of >=3KV, PF >0.9 and THD<10%. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Similar to Philips CAT No. -BVP122 LED 150 CW HE NB FG XTFCL S4/ Bajaj make BJFL 150W LED/ Havells make JETAIRISFLS 150WLED757PSYMLT G		12	Each
1634	7.318	7.11.13.8 )LED 2ft Batten with a nominal system lumen output of 1000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 6500K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.95. The luminaire housing should made of aluminum with a PC glossy diffuser. The total power consumption should not exceed 10W (including driver). Similar to Philips Make ENDURALED BATTEN \"BN 021 LED10S- 6500 PSU GR S1\"		208	Each
1635	7.319	7.11.13.9 )Surface Mounted 12 W LED Downlight with the following Specifications, CCT-3000K, CRI> 70, High Quality Diffuser, and Constant current Integrated Driver, Similar to Bajaj make: BGSLO SLEEK SURFACE 12 WH RD for Toilets		124	Each
1636	7.32	7.11.13.10 )LED Bulkhead with a nominal system lumen output of 700 lumens and a minimum system efficacy of 105 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 6500K and CRI > 80. The luminaire shall meet IP65 rating and IK 08 rating with THD < 10% and PF > 0.9. The luminaire housing should made of High pressure die cast Aluminum with polycarbonate front diffuser. The total power consumption should not exceed 6.5W (including driver). Similar to Philips Make VISTAGLOW BULKHEAD \"WT202W LED6S NW PSU S2 PC\"		132	Each
1637	7.321	7.11.13.11 )Recessed Mounted LED Step Light fitting made of die cast aluminum Housing , Life of fixture (Including Driver) : 25K Hrs. @ L70B50 Lumen maintenance, CCT up to WW, CRI >80, PF >0.90 , an operating Voltage Range of 140 - 270 V. Minimum system Lumens 35. Luminaire Must be having IP67 & IK 10 Impact rating covered with front toughened glass. Similar to Philips make - BWG150 LED50/WW PSU 220-240V IP67 7043 / Bajaj Make ------- / ------		102	Each
1638	7.322	7.11.13.12 )2.5 Meter High LED Post Top Lantern 40W Full Cutoff Color 840 SINGLE with a Lumen Package > 5000 Lumens. The Post top Lantern must be matt finished Silver Grey powder coated & housing made of Pressure Die cast Aluminum, which houses the Heat sink & the LED Driver. The 2.5 m Pole should be made of Hot Dipped Galvanised Pipe ( Class B - 4 mm Thickness) with Textured matt finished Silver powder coated finish supplied along with suitable foundation Accessories. The LEDs used in the post top lantern should have a Service life > 50000 hrs. The LED Driver to comply to IEC 928/929 Safety & performance standards, EN 55015/ 55022A,FCC Class A Emission standards, EN 6100 – 3 – 2 for Harmonics and EN 61547 for EMC.l. The Driver shall have ENEC and CE identification.		21	Each
1639	7.323	7.11.13.12.1 )Pole for above item (EL 11.13.12)		21	Each
1640	7.324	7.11.13.13 )Surface mounted LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 105 lm/W. The luminaire shall have a rated system lifetime of 40,000 burning hours at L70. The luminaire should have a color temperature of 6500K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.95. The luminaire housing should made of CRCA with a PC glossy diffuser. , IP20, industrial LED type fitting with batten & electronic driver. luminaire & lamp shall be Philips make 1*20W ENDURA LED batten BN108C LED 20S PSU CDL WH Diffused /6500 batten. (lumen output = 2000 lumen/lamp)		318	Each
1641	7.325	7.11.14 )Street lighting poles
1642	7.326	Supply, handling, installation, testing, commissioning & performance demonstration of Lighting Poles with junction box (JB), Pole Installation rate shall be inclusive of supply & termination of 3C x 2.5 Sq. mm, multistranded Cu Conductor, PVC FRLS insulated flexible cable (from JB to luminaire fixture mounted on the pole). Each pole shall be complete with all the accessories such arm lengths(1.5 m / 1.2m), 50 mm dia. GI pipes for cable entry / exit from pole). (Incoming and outgoings cables shall be of 4C X 25 sq.mm Al, XLPE armoured cables. Poles shall be suitable to sustain a wind speed of 50m/ Sec. Junction box shall be 3 way junction box with inbuilt Schneider / Legrand make MCB- C curve. Appropriate arrangement for Pole, JB & fixture earthing shall be included in contractor scope. Civil foundation drawings and design shall be submitted to Consultant for review/approval.
1643	7.327	7.11.14.1 )Supply of single arm M.S. steel tubular pole class \"B\" having suitable dimension complete duly painted with two coats of red oxide paint and one coat of bituminous paint for the 1/6 th length which is to be embeded in ground & two coates of aluminum paint for the remaining portion. The poles shall be supplied with bottom welded MS base plate of suitable size and 2 runs of 50 mm dia B-Class GI pipe having total length1.2 meter each. The rate shall also include mild steel bracket if required, required nut ,bolts, etc. to complete the work in approved manner. (Refer TCE drawing number M2-EL-GL-S-2207)
1644	7.328	7.11.14.1.1 )8 mtr height with 165 mm dia (With 1/6 M below ground)-As per TCE standard drawings.		121	Each
1645	7.329	7.11.14.1.2 )6 mtr (Above ground) height with 75 mm dia		2	Each
1646	7.33	7.11.14.2 )Supply of double arm M.S. steel tubular pole class \"B\" having suitable dimension complete duly painted with two coats of red oxide paint and one coat of bituminous paint for the 1/6 th length which is to be embeded in ground & two coates of aluminum paint for the remaining portion. The poles shall be supplied with bottom welded MS base plate of suitable size and 2 runs of 50 mm dia B-Class GI pipe having total length1.2 meter each. The rate shall also include mild steel bracket if required, required nut ,bolts, etc. to complete the work in approved manner.(Refer TCE drawing number M2-EL-GL-S-2208)
1647	7.331	7.11.14.2.1 )8 mtr height with 165 mm dia (With 1/6 M below ground)-As per TCE standard drawings.		3	Each
1648	7.332	7.11.14.2.2 )6 mtr (Above ground) height with 75 mm dia		2	Each
1649	7.333	7.11.14.3 )Supply of M.S. steel tubular pole class \"B\" having suitable dimension complete duly painted with two coats of red oxide paint and one coat of bituminous paint for the 1/6 th length which is to be embeded in ground & two coates of aluminum paint for the remaining portion. The poles shall be supplied with suitable bracket arrangement to mount 4 nos. flood light fixtures. The poles shall be supplied with bottom welded MS base plate of suitable size and 2 runs of 50 mm dia B-Class GI pipe having total length1.2 meter each. The rate shall also include mild steel bracket if required, required nut ,bolts, etc. to complete the work in approved manner. (Refer TCE drawing number M2-EL-GL-S-2230)
1650	7.334	7.11.14.3.1 )8 mtr height with 165 mm dia (With 1/6 M below ground)-As per TCE standard drawings.		5	Each
1651	7.335	7.11.14.3.2 )12 mtr (Above ground) height with 194 mm dia (With 1/6 M below ground)-As per TCE standard drawings.		5	Each
1652	7.336	7.11.15 )Supply & installation of Junction box for Outdoor Lighting poles - IP65, 3WAY CRCA Junction boxes (for outdoor lighting) suitable for loop in & loop out of 4C X 25 sq mm, Al, armored & tapping of 3C X 2.5/1.5 Sq mm XLPE insulated Copper conductor cable with termination.		126	Each
1653	7.337	7.11.16 )Supply & installation of Gate light fitting similar to FPM 41125 WIPRO mounted on a 63 dia 1.0m high MS pole		4	Each
1654	7.338	7.11.17 )Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm 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.(dsr civil-2016 item no. 10.18)		387	Each
1655	7.339	7.11.18 )Supply & installation of 1x10W Color 840 Cylindrical Bollards IP 65 type suitable for 10W LED with driver. Luminaire shall be provided with a base plate and fixing holes for directly mounting on the concrete pedestal\nTop plate shall be METALLIC material only.		28	Each
1656	7.34	7.11.19 )Supply & installation of LED Wall washer for facade lighting		5	Each
1657	7.341	7.11.20 )Supply & installation of IP20, warm white (yellow) 3000k led strip for cove lighting with power consumption of 5 watt/meter. Fitting shall be equivalent to Bajaj make 112496. (5m length with driver)		60	Each
1658	7.342	7.11.21 )Supply, Installation, Testing and Commissioning of 5Mtr spool flexible RGB LED\nStrip with IP 66 protection suitable for outdoor applications. Strip should have\n10W per meter. The LEDs used should be with RGB CCT .LED Driver shall be Isolated type, Constant Voltage topology driver in metal enclosure with IP 68 Protection. Driver efficiency should be 86% & proper heat sink for heat dissipation suitable to operate in input voltage range of 150V to 270V (nominal rated voltage – 240V) with 3 KV internal surge protection. LED driver shall have output short circuit & over voltage protection inbuilt.		58	Each
1659	7.343	7.11.22 )Supply & installation of 2.5 M Height Swan type MS lighting pole for supporting outdoor lighting fixtures on building periphery with necessary accessories (I.e. Clamps, saddles, connectors etc.) (G1,G2 type) as per enclosed drawing no. TCE-M2-EL-GL-S-2219		20	Each
1660	7.344	7.12 )LIFT
1661	7.345	7.12.1 )Vendor shall refer data sheets and technical specification for quoting. vendor shall submit the confirmation of same. Each elevator shall be complete with all fittings and accessories as detailed in specifications, data sheet-A etc. Deviations from the specifications, data sheets, etc. shall be brought to purchaser’s notice at the time of bid submission only. No price & delivery implication will be given afterwards. All these Elevators (Passenger+Goods) shall be suitable for floor extensions up to 2 floors in future.
1662	7.346	Design, detailed engineering, preparation of construction drawing, manufacture, acceptance testing at manufacturer’s works, supply, packing, forwarding and delivery from place of storage/ manufacturer’s works to erection site ( in case of imported goods - cost should be inclusive of loading, sea freight, supply material at Indian port near site, port/custom clearance, insurance etc. Bidder to indicate all GST/tax/duty heads accordingly.) including transit insurance, unloading, storage at site, handling, assembly, erection, testing, installation, commissioning, including obtaining statutory approvals, lift licence and performance demonstration of following passenger lifts as per specification requirements. The lift well lighting and maintenance power supply, distribution shall be in lift vendor scope. These Lifts shall meet the requirement of fire lift specification / standards wherever applicable.
1663	7.347	7. 12.1.1 )Passenger Lifts having 13 persons ( 884 kg) capacity with 1.75 m/s speed, Machine Room Less (MRL) design with all necessary accessories, equipment's as per Data sheets and specifications for serving to G+5 storey buildings (for Girls hostel+Staff accommodation building)		2	Each
1664	7.348	7. 12.1.2 )Passenger Lifts having 13 persons( 884 kg) capacity with 1.75 m/s speed, Machine Room Less (MRL) design with all necessary accessories, equipment's as per Data sheets and specifications for serving to G+2 storey buildings (for Training Building).		2	Each
1665	7.349	7. 12.1.2 )Goods and service Lifts having 1000 kg capacity with 0.5 m/s speed, Machine Room Less (MRL) design with all necessary accessories, equipment's as per Data sheets and specifications for serving to G+2 storey buildings (for Training Building).		1	Each
1666	7.35	7. 12.1.3 )Passenger Lifts having 13 persons( 884 kg) capacity with 1.75 m/s speed, Machine Room Less (MRL) design with all necessary accessories, equipment's as per Data sheets and specifications for serving to G+1 storey buildings (for Production building). These Lifts shall meet the requirement of fire lift specification / standards.		1	Each
1667	7.351	7. 12.1.3 )Passenger Lifts having 13 persons( 1020 kg) capacity with 1.75 m/s speed, Machine Room Less (MRL) design with all necessary accessories, equipment's as per Data sheets and specifications for serving to G+5 storey buildings (for Boys hostel). These Lifts shall meet the requirement of fire lift specification / standards.		1	Each
1668	7.352	7.13 )MISCELLANEOUS ITEMS
1669	7.353	7.13.1 )Excavation for cable trenches in soft soil, depth up to 1.2 m including dressing of sides lift up to 1.5m, including getting out the excavated soil , refilling with sand and or good soil after laying of cable / pipe etc. in layers of 20 cm, ramming, watering and disposal of surplus excavated soil as directed , with a lead of 50 meters.		1950	Cum
1670	7.354	7.13.2 )Excavation of cable trenches in hard rock not exceeding 1.5 meters in width, and lift up to 1.5 metres, including getting out the excavated soil and disposal of excavated soil as directed within a lead of 50 metres.		50	Cum
1671	7.355	7.13.3 )Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc. as required
1672	7.356	7.13.3.1 )50 mm dia		20	Metre
1673	7.357	7.13.4 )Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.
1674	7.358	7.13.4.1 )150 mm dia		110	Metre
1675	7.359	7.13.4.2 )300 mm dia		1592	Metre
1676	7.36	7.13.5 )Supply, fabrication and installation of cable tray supports, supports for cable trench covers, supporting frame for mounting of control panels, supports for mounting of local control station, Main Electrical Panel, lighting panel, lighting fixture etc. with 2 coats of enamel primer and 2 coats of epoxy paint. Note - The rates shall be inclusive of grouting of supports , Anchor fastener, welding rods, nut, bolts, clamps, and any other consumable which required to complete the works.		5	Ton
1677	7.361	7.13.5.1 )Supplying and fixing cable route marker with 10 cm X 10 cm X 5mm thick G.I. plate with LT inscription there on, bolted / welded to 35mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.		72	Each
1678	7.362	7.13.6 )Supply and filling of sand bed in excavated trenches for directly buried cables		215	Cum
1679	7.363	7.13.7 )Burnt Bricks of 225 x 100 x 75 mm.( For LV Buried Cable Protection)		12863	Each
1680	7.364	7.14 )SAFETY EQUIPMENT
1681	7.365	7.14.1 )Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel,atleast 2mm thick, and vitreous enamelled white on both sides, and with inscription in single red colour on front side as required.		4	Each
1682	7.366	7.14.2 )Providing and fixing HT danger notice plate of 250 mm X 200 mm, made of mild steel,atleast 2mm thick, and vitreous enamelled white on both sides, and with inscription in single red colour on front side as required.		2	Each
1683	7.367	7.14.3 )Supply and fixing wooden framed covered with glass shock treatment chart printed on cloth in English, Hindi & Local language.		5	Each
1684	7.368	7.14.4 )Supply and fixing suitable size wooden framed covered with glass for Main Panel SLD in electrical room as per CEA Regulations fixed to wall as required.		4	Each
1685	7.369	7.14.5 )Supply and providing ISI marked electrical 1.1 kV grade 10 mm thick anti-skid rubber mat as per IS:5424 with up to date amendment.		29	sqm
1686	7.37	7.14.6 )Supply, installation, testing and commissioning of Standard First aid box complete with all accessories as required.		2	Each
1687	7.371	7.14.7 )Supply, installation, testing and commissioning of Rubber chequered mat of size 2000 x 1000 x 12 mm thick, 1100 V grade as required.		4	Each
1688	7.372	7.14.8 )Floor mounted bucket stand with GI buckets to hand 4 nos. of 13 ltrs buckets sand filled. The stand shall be 5'(L) x 3'(H) x 2\"(W) made out of 30 x 300 x4mm MS angle frame duly coated with 2 coats of red oxide primer & 2 coats of red finish paint		3	Each
1689	7.373	7.14.9 )Supply and fixing in position 1000 mm wide rubber matting of 33 KV grade as per electricity rules. Thickness of rubber mat shall be not less than 12 mm.		6	Metre
1690	7.374	7.14.10 )Supply and fixing of tool kit with all standard tools such as screw driver , spanner etc as required.		2	Each
1691	7.375	7.14.11 )Supply of 33kV pair of hand gloves		4	Set
1692	7.376	7.14.12 )Supply and fixing of Exit signages in Production, Training, Canteen and Admin block.		40	Set
1693	7.377	7.14.13 )Fire sealant with minimum 2 hours continuous fire rating for all openings used by Electrical Contractor
1694	7.378	7.14.13.1 )Supply and Installation of Minimum 2 Hrs continuous fire rated fire sealants / barriers for openings due to electrical shaft / Cable trays / Hume pipes / Metal pipes / Conduits by framing and fixing of FM approved composite sheet on both sides of openings and filling of space inside by means of non combustible material. In addition reusable FM approved mouldable putty shall be used so as to completely seal the openings. All necessary accessories such as anchor nuts, bolts, etc shall be considered in Bidders scope. This work shall be carried out by authorised skilled personnel only.		10	sqm
1695	7.379	7.15 )ROOFTOP SOLAR POWER PLANT
1696	7.38	7.15.1 )Engineering, Procurement & Commissioning (EPC) Turnkey basis, preparation of detail BOQ, Design, Engineering, manufacturing, testing at works, delivery to site of installation; storage and handling including unloading and shifting as required; cleaning and assembly as required, Installation inclusive of all kind of Civil, Electrical and structural works, Testing, Commissioning, Synchronizing, Operation and Maintenance of Roof top Solar PV Systems for approximate capacity of minimum 200 KWp (Generation capacity shall be decided by the CONTRACTOR as per roof top layout area), which includes solar panels, structures, cables, string monitoring cum junction boxes ,Inverters, panels, Circuit breakers, other required instruments, safety systems etc., Equipment's required for interfacing with grid sub station, material storage and other auxiliaries, complete system erection testing and commissioning. The scope also includes supply, installation, testing, commissioning of Solar panel Incomer feeder in main PCC including extension of this existing main PCC (Refer SLD) and Sub DBs/Feeder Pillar, cabling system etc. up to main PCC. This also includes the cost of power evacuation system and metering system (s) as required up to the point of inter connection with the grid. Comprehensive operation & Maintenance of solar PV plant up to five years from the date of commissioning shall also be included in the same scope for completion of solar power plant in all respects.		200	kWp
1697	8	8.0 )IBMS WORKS
1698	8.001	8.1 )FIRE DETECTION AND ALARM SYSTEM
1699	8.002	Supply, Installation, Testing & Commissioning of following equipment for FDAS as per technical specification.
1700	8.003	8.1.1 )FACP, Detectors and Modules
1701	8.004	8.1.1.1 )Microprocessor based Analog Addressable Fire Alarm with audio message generator (pre-recorded) having 125 detectors and 125 devices per loop. Panel shall have 80/160 character LCD to display emergency information. SMF Battery with backup for 48 Hrs under normal condition and 120 Min under alarm condition. Panel shall have required interface to transmit data to Graphical User Software. Panel shall be UL/EN & CE approved. Panel shall be LAN Compatible with BACnet/Modbus software or open protocol, network adaptor, etc., complete in all respects as per Technical Specification and Tender drawings.
1702	8.005	8.1.1.1.1 )4 Loop Panel of above specification		2	each
1703	8.006	8.1.1.2 )Fire Alarm repeater panel with battery back up for 48 hours normal operation. The panel shall have LCD screen and repeat all signals as displayed in the main fire alarm panels as per Technical Specification.		1	each
1704	8.007	8.1.1.3 )Intelligent addressable Photoelectric smoke detector with electronic mounting base, junction box and other accessories as per specifications. Detectors shall be UL/EN Listed.		320	each
1705	8.008	8.1.1.4 )Intelligent Multi sensor Detector with multiple sensitivity (adjustable at site) levels, with electronic mounting base, and other accessories as per technical specification. Detectors shall be UL Listed.		100	each
1706	8.009	8.1.1.5 )Intelligent addressable rate of rise and fixed temperature heat detectors with electronic mounting base, and other accessories as per specifications. Detectors shall be UL/EN Listed.		100	each
1707	8.01	8.1.1.6 )Intelligent addressable Beam Detector consisting of both transmitter & receivers including necessary accessories as per specification. Detectors shall be UL/EN Listed.		5	each
1708	8.011	8.1.1.7 )Response Indicator for all detectors above false ceiling.		100	each
1709	8.012	8.1.1.8 )Addressable type manual call point(break glass unit) as per specifications.		20	each
1710	8.013	8.1.1.9 )Fault isolator module capable of monitoring shorted loop circuit.		50	each
1711	8.014	8.1.1.10 )Sounder cum Strobe rated at 90 dBA at 3m for Audible annunciation and 110cd flashing at 1 Hz for visual indication with control modules for Sounders as per specification		20	each
1712	8.015	8.1.1.11 )Addressable control modules for shutting down VRF’s, and magnetic fire door holders. Elevator recall, fire damper, etc. with weatherproof enclosure as per technical specification.		40	each
1713	8.016	8.1.1.12 )Addressable Monitor Module to connect NO/NC contacts such as pressure switch, flow switches, fire pump contacts (provided by Fire fighting contractor) as per specification.		40	each
1714	8.017	8.1.1.13 )Addressable Fire Fighter's Telephone Jack as per specifications		13	each
1715	8.018	8.1.1.14 )Fire Fighters Telephone Receiver as per specifications		13	each
1716	8.019	8.1.1.15 )Auto Dialler unit as per specifications with minimum 6 emergency no's dialling capacity		13	each
1717	8.02	8.1.1.16 )Addressable Magnetic door contact, on the fire exit door complete as required and as per specification.		30	each
1718	8.021	8.1.2 )FAS CABLES & ACCESSORIES
1719	8.022	Supply & Laying of following cables/cable trays/cable trunk/conduits as per technical specification.
1720	8.023	8.1.2.1 )2 core 1.5 sq.mm, multi strand, copper conductor, FRLS (Fire Retardant Low Smoke)-PVC insulated GI Screened Armoured cable with saddle and required accessories.& Power Cable		6000	metre
1721	8.024	8.1.2.2 )25mm Dia PVC Flexible Conduits on ceiling,wall,floor etc.,		300	metre
1722	8.025	8.1.2.3 )2 mm thick GI trunking with cover of the following sizes complete with angle iron supports/hanging arrangement etc.
1723	8.026	8.1.2.3.1 )100 x 50 x 2 mm		100	metre
1724	8.027	8.1.2.4 )2 mm thick GI cable tray with of the following sizes complete with angle iron supports/hanging arrangement etc and Cable tray supports shall at every 1 meter.
1725	8.028	8.1.2.4.1 )100 x 50 x 2 mm		200	metre
1726	8.029	8.2 )CCTV ITEMS
1727	8.03	Supply, Installation & Commissioning of following DVR based CCTV System Component with all required hardware & software as per technical specification & tender drawings.
1728	8.031	8.2.1 )CAMERA
1729	8.032	8.2.1.1 )Analog Fixed dome, True day night INDOOR camera, 1/3\" Progressive Scan CCD, Varifocal 3.6 mm lens with auto iris. Video motion detection and tampering detection alarm including necessary power supply unit. Resolution shall be MPEG 4.		70	each
1730	8.033	8.2.1.2 )Analog Fixed dome, True day night OUTDOOR IP 66 housing camera, 1/3\" Progressive Scan CCD, 3.6 mm lens with auto iris. Video motion detection and tampering detection alarm including necessary power supply unit. Resolution shall be MPEG 4.		48	each
1731	8.034	8.2.1.3 )Supply, installation, testing and commissioning of 24 input real time, 400 fps, DVR with 2 video outputs. The storage capacity should be sized for having minimum 30 days of continuous recording @ 400fps and vendor are required to submit data sheet of their storage calculation for both MPEG 4 and JPEG recording formats. The DVR should be capable to support motion based recording, web based monitoring & remote control monitoring software complete as per spec with valid licenses. The unit rate should be including of providing necessary rack for mounting the CCTV equipment & all necessary accessories with power supply units as per specification . The software should enable the user to view multiple cameras in any combination available on the network (maximum 16 Nos) .		5	each
1732	8.035	8.2.1.4 )Supply, laying, termination and testing of 32” CCTV colour LCD Monitor including all accessories		5	each
1733	8.036	8.2.2 )CCTV CABLES AND ACCESSORIES
1734	8.037	8.2.2.1 )2 core 1 sq.mm, multi strand, copper conductor, FRLS PVC insulated GI armoured cable for power to camera.		5000	each
1735	8.038	8.2.2.3 )FRLS RG-11 type co-axial Jelly filled armoured cable for video signals.		15000	each
1736	8.039	8.2.2.4 )25mm PVC Conduit		100	each
1737	8.04	8.2.3 )POWER SUPPLY UNIT FOR CAMERA
1738	8.041	8.2.3.1 )Power Supply Unit 12 Volt DC		150	each
1739	8.042	8.2.4 )POLES
1740	8.043	8.2.4.1 )MS Poles for outdoor cameras, made out of 5mm thick,80mm dia pipe with zinc chromite primer and powder coating of suitable shade with IP 56 rated box to take Tx/Rx. Total pole height including pedestal=3.5Mtrs.		48	each
1741	8.044	8.2.5 )CABLE TRAYS
1742	8.045	8.2.5.1 )300x50mm wide 2mm Thick - 1 Tier (Perforated GI tray)		500	metre
1743	8.046	8.3 )ACCESS CONTROL SYSTEM
1744	8.047	Supply, Installation, Testing & Commissioning of following equipment for ACS as per technical specification.
1745	8.048	8.3.1 )ACS READER AND CONTROLLER
1746	8.049	8.3.1.1 )Smart Card Reader as per specification suitable for mounting on metal surface/metal frames/ wooden frames / wall or as required based on site conditions including all accessories		32	each
1747	8.05	8.3.1.2 )Electromagnetic Locks (fail safe type) of 24V DC 600 lbs holding force complete with Door Ajar Alarm Buzzer facility. \nSupply shall be Complete with L/C/Z Bracket Support and necessary accessories for mounting as required:-
1748	8.051	8.3.1.2A )Double leaf Door with feedback - 600 LBS		26	each
1749	8.052	8.3.1.2B )Single Leaf door with feedback- 600 LBS		1	each
1750	8.053	Note that Buzzer & Potential free contact shall be included in above.
1751	8.054	8.3.1.3 )Two Door Controller panel housed in MS Powder Coated Cabinet with Tamper Switch, complete with Onboard IP / LAN port, and Built-in Web Server for Remote Log in to every controller. Complete with power supply unit for Controllers & Magnetic Locks with Battery charger, battery & Backup for 30 minutes of operation in case of Power Failure.\nController shall be installed inside the above false ceiling area, same shall be hung from ceiling by providing with two supports to anchored in to ceiling.		1	each
1752	8.055	8.3.1.4 )Four Door Controller panel housed in MS Powder Coated Cabinet with Tamper Switch, complete with Onboard IP / LAN port, and Built-in Web Server for Remote Log in to every controller.\nComplete with power supply unit for Controllers & Magnetic Locks with Battery charger, battery & Backup for 30 minutes of operation in case of Power Failure.\nController shall be installed inside the above false ceiling area, same shall be hung from ceiling by providing with two supports to anchored in to ceiling.		9	each
1753	8.056	8.3.1.5 )Blank Unprinted Clamshell type HID Smart Cards.		500	each
1754	8.057	8.3.1.6 )Heavy Duty SS Finish Push Button for Exit		30	each
1755	8.058	8.3.1.7 )Green ABS Plastic Emergency Break Glass unit		30	each
1756	8.059	8.3.1.8 )Magnetic contact, shall be connected to Controller / Reader for Door Open Position Alarm		30	each
1757	8.06	8.3.1.9 )230 V AC to 12 VDC 5 AMP Redundant Mode, Solid State Power Supply for Magnetic Locks, Wall mount, with inline filters. \nPower input shall be 230 VAC from UPS. 12 V / 24 V Output to suit the Magnetic Lock Requirements, as pre-approved by the Consultants.\nPower supply shall have One PF Input & multiple Power Outputs for Multiple Magnetic Locks, Incase of Fire All Magnetic Locks shall be released.		10	each
1758	8.061	8.3.2 )ACCESS CONTROL SOFTWARE
1759	8.062	8.3.2.1 )Access Control System Software :-\nEnterprise version Server software with Time attendance management system as per specification with client version. \n		1	each
1760	8.063	8.3.2.2 )A4 Size Laser Printer		1	each
1761	8.064	8.3.3 )Cabling and Containment
1762	8.065	Supply & Laying of following cables/cable trays/cable trunk/conduits as per technical specification.
1763	8.066	8.3.3.1 )Unarmoured Shielded, Multistranded Copper Conductor, PVC sheathed Cable with Saddle Supports every 0.3 meters, fittings and accessories, Outer sheath Blue in color.
1764	8.067	8.3.3.1A )8 C x 1 Sq.mm (Reader)		5000	metre
1765	8.068	8.3.3.1B )4 C x 1 Sq.mm (Lock)		5000	metre
1766	8.069	8.3.3.1C )2 C x 1 Sq.mm (Exit Switch)		5000	metre
1767	8.07	8.3.3.2 )UTP Cable FRLS, with Saddle Supports every 0.3 meters, fittings and accessories, Outer sheath Blue in color.		500	metre
1768	8.071	8.3.3.3 )25mm Dia heavy duty UPVC Conduits in ceiling,wall,floor etc.,		5000	metre
1769	8.072	8.4 )BUILDING MANAGEMENT SYSTEM
1770	8.073	Design, Supply, Installation, Testing, Commissioning & Handing over the Building Management System (BMS) and allied systems as per specifications as below.
1771	8.074	8.4.1 )PC (Pentium i Core processor 3 GHz or better),8 GB RAM, 52X DVD Writer, 32\" color monitor flat screen LCD, 500 GB HDD SATA, Microsoft Bus mouse with pad, 2serial, 1 parallel port, Windows 10 operating system, 104 Keyboard, Expansion Bus with spare Slot, with original license, protection & restore key, includes LAN Card, USB ports		1	each
1772	8.075	8.4.2 )BMS System Software : Web Based Graphical Software meeting the requirements in the Given I/O Summary and technical specifications including configuration and facility to create / provide the graphic mapping for all I/O Summary points , animate the Graphics, Navigation between pages, display of logs, changing the time zones, popup alarms, configurable password protection for Building Mgmt System as per Specifications. Software shall be able to communicate with Lonworks, Bacnet, Modbus devices simultaneously, with unlimited user & Point license capacity. Same software can be utilized as programming / commissioning software of DDC, NAC etc \nSoftware shall be capable of monitoring the energy parameters for all Blocks \n- Software shall be sized to accommodate 300 hardware points and additional software points mention in below and as per technical specification,IO summary require to make system complete.\n		1	Set
1773	8.076	Note: All required Software with original license competent with BMS software)
1774	8.077	8.4.3 )Web Based Integrator for interfacing Modbus RTU Unit, Bacnet IP / MSTP, Open Protocol Software Integration having 1 set of each of following:		1	Set
1775	8.078	8.4.3.1 )Developing and commissioning of software interface with __60_ Nos LM / KWH meters for two way flow of data between central control station and energy meters ( minimum of 20 software points per meter).
1776	8.079	8.4.3.2 )Developing and commissioning of software interface with __01__Nos Fire Alarm Panel for two way flow of data between central control station and Fire Alarm panels( minimum of _2500_ software points).
1777	8.08	8.4.3.3 )Developing & commissioning of Software interface for __01__Nos DG via communication bus( minimum of 30 software points per meter).
1778	8.081	8.4.3.4 )Developing and commissioning of software interface with __04__Nos UPS for two way flow of data between central control station and UPS Panels( minimum of 30 software points per UPS).
1779	8.082	8.4.3.5 )Developing and commissioning of software interface with __03__Nos VRF Controller UNITS for two way flow of data between central control station and VRF Controllers( minimum of 150 software points per VRF).
1780	8.083	8.4.3.6 )Developing and commissioning of software interface with __09__Nos LIFTs controller ( minimum of 10 software points per VRF).
1781	8.084	8.4.4 )CONTROLLERS
1782	8.085	Stand alone Intelligent DDC Controllers as per the specifications for 300 hardware IO points and Soft Integration( indicated separately) . The contractor shall decide the number of controllers, depending on his Controller capacity. The above shall be housed in a lockable, secure in CRC sheet (2mm thick) Cabinets and with colour code RAL 7032 to be supplied along with the Controllers as per technical specification. \nContractor shall furnish model nos. for each type of controller considered by him.
1783	8.086	8.4.4.1 )Ventilation/Pressurisation Fan: \nDDC Controllers to Cater to all the points with required spares as per IO Summary
1784	8.087	8.4.4.2 )Ventilation Fan		1	Set
1785	8.088	8.4.4.3 )AI - 0 ; DI - 21 ; AO-0 ; DO- 1 .
1786	8.089	8.4.4.4 )Enclosures for the above DDC with Base Plate, Cable trufs, Glands for cable, Transformers, Relays, MCB's and all other necessary accessories.		1	Set
1787	8.09	8.4.4.5 )Electrical System: \nDDC Controllers to Cater to all the points with required spares as per IO Summary
1788	8.091	8.4.4.6 )Electrical System		2	Set
1789	8.092	8.4.4.7 )AI - 2 ; DI - 62 ; AO-0 ; DO- 0 .
1790	8.093	8.4.4.8 )Enclosures for the above DDC with Base Plate, Cable trufs, Glands for cable, Transformers, Relays, MCB's and all other necessary accessories.		2	Set
1791	8.094	8.4.4.9 )Plumbing,STP,WTP,ETP & Fire Fighting System: \nDDC Controllers to Cater to all the points with required spares as per IO Summary
1792	8.095	8.4.4.10 )TYPE- 8 - Plumbing,STP,WTP,ETP & Fire Fighting System		1	Set
1793	8.096	8.4.4.11 )AI - 1 ; DI - 119 ; AO-0 ; DO- 20 .
1794	8.097	8.4.4.12 )Enclosures for the above DDC with Base Plate, Cable trufs, Glands for cable, Transformers, Relays, MCB's and all other necessary accessories.		1	Set
1795	8.098	8.4.4.9 )HVAC
1796	8.099	8.4.4.10 )Air Handling Units/Scrubbers		1	Set
1797	8.1	8.4.4.11 )AI - 1 ; DI - 79 ; AO-0 ; DO- 20 .
1798	8.101	8.4.4.12 )Enclosures for the above DDC with Base Plate, Cable trufs, Glands for cable, Transformers, Relays, MCB's and all other necessary accessories.		1	Set
1799	8.102	Note: Above indicated DDC quantity is in LOT. However bidder shall estimate DDC quantity base on their DDC configuration. DDC Selection and estimation sheet shall be submitted along with the Bid.
1800	8.103	8.4.5 )SENSORS & FIELD DEVICES as per technical specification
1801	8.104	8.4.5.1 )Relative Humidity Sensor		10	each
1802	8.105	8.4.5.2 )Temperature Sensor		10	each
1803	8.106	8.4.5.3 )Differential Pressure Switch		10	each
1804	8.107	8.4.5.4 )H2 Sensor		2	each
1805	8.108	8.4.6 )CABLES & ACCESSORIES
1806	8.109	Supply & Laying of following cables/cable trays/cable trunk/conduits as per technical specification.
1807	8.11	8.4.6.1 )2 Core x 1.0 Sq.mm; Multistranded, Armoured, Screened FRLS (Fire Resistance Low Smoke) Cable for signal for field devices to DDC		2000	metre
1808	8.111	8.4.6.2 )4 Core x 1.0 Sq.mm; Multistranded, Armoured, Screened FRLS (Fire Resistance Low Smoke) Cable for signal for field devices to DDC		100	metre
1809	8.112	8.4.6.3 )3 Core x 1.5 Sq.mm; Multistranded, Armoured, Screened FRLS (Fire Resistance Low Smoke) Cable for signal for DDC Communication Cable and Modbus Integration		100	metre
1810	8.113	8.4.6.4 )25mm Dia UPVC Flexible Conduits on ceiling,wall,floor etc.,		100	metre
1811	8.114	8.4.6.5 )2 mm thick GI cable tray with of the following sizes complete with angle iron supports/hanging arrangement etc and Cable tray supports shall at every 1 meter.
1812	8.115	8.4.6.6 )50 x 50 x 2 mm		100	metre
1813	8.116	8.5 )ANALOG PUBLIC ADDRESS SYSTEM
1814	8.117	Supply, Installation, Testing & Commissioning of following equipment for Analog PAS as per technical specification.
1815	8.118	8.5.1 )PAS AMPLIFIERS AND CONTROLLERS
1816	8.119	8.5.1.1 )6 Watt Wall mounted speakers with built in line matching transformer, grill flush mounting type as per technical specification.		150	each
1817	8.12	8.5.1.2 )480 Watts Audio amplifiers complete with internal cabling within rack.		2	each
1818	8.121	8.5.1.3 )240 Watts Analog Audio amplifiers complete with internal cabling within rack.		2	each
1819	8.122	8.5.1.4 )Supply and providing of System controller with built-in DVR, having priority facility & zone selection for 6 zones & all-call, expandable up to 60 zones including Zone Call Station keypad with for PA system Announcement with goose neck microphone with possibility of connecting extension keypad, router, 6 Zone extension keypad catering to Zone selection and necessary accessories .		1	Set
1820	8.123	8.5.1.5 )Compact Disk player ( i.e., DVD, MP3 & ACD player) & AM/FM and tuner built in single module.		1	each
1821	8.124	8.5.1.6 )Rack 19\" 800x800x1000 mm (WxDxH) 42 U Floor-mounted Cabinet fully equipped and included MDF with cable gland and lightning arrestor to accommodate amplifier, controller and other equipment's.\nNote: - Common for IBMS Package		1	each
1822	8.125	8.5.2 )CABLE & CONDUIT
1823	8.126	Supply & Laying of following cables/cable trays/cable trunk/conduits as per technical specification.
1824	8.127	8.5.2.1 )2 core * 1 sq.mm, Armoured multi strand, copper conductor, PVC insulated GI Screened flexible audio cable with saddle and required accessories.		5000	metre
1825	9	9.0 )IT
1826	9.001	9.1 )Floor standing 42U 800 (W) x 1000 (D) mm telecom cabinet with all necessary accessories for ICT systems.		2	each
1827	9.002	9.2 )Wall mounting 9U 800 (W) x 1000 (D) mm telecom cabinet with all necessary accessories for ICT systems.		14	each
1828	9.003	9.3 )Advanced Layer 3 Gigabit Ethernet Switch, 24-port 10/100/1000T and 100/1000 SFP stackable switch with 4 SFP+ ports and PSU, and all accessories		2	each
1829	9.004	9.4 )Network management system (NMS) server with all necessary software provided for surveying the health of the network, identifying hardware/software/network problems, alarming and generating reports.		1	each
1830	9.005	9.5 )L3 Gigabit Ethernet SFP switches: 24-port 100/1000X SFP stackable switch with 4 SFP+ ports and 2 fixed power supplies & 1m Staking Cable		2	each
1831	9.006	9.6 )24 Ports fully loaded CAT-6 copper patch panel.		21	each
1832	9.007	9.7 )Fully Mananged L2 Gigabit Ethernet switches: 8/24-port 10/100/1000T switch with 4x1G SFP uplink ports and a single fixed PSU		5	each
1833	9.008	9.9 )Fully Mananged L2 Gigabit Ethernet switches: 48-port 10/100/1000T switch with 4x1G SFP uplink ports and a fixed PSU		8	each
1834	9.009	9.10 )SFP & SFP+ Modules: 1000BaseLX (10km) SFP (10km with SMF, 1310nm)		20	each
1835	9.01	9.11 )200 Pair MDF BOX with System Side and telephone Side		4	each
1836	9.011	9.12 )Dual Port RJ-45 socket for Data/ Telephone including all Accessories, face Plate, screws, cover, etc		600	each
1837	9.012	9.13 )Twisted Pair CAT-6 cable (4 Pair) for data & telephones RJ-45 sockets.		15000	metre
1838	9.013	9.14 )12-Core single mode outdoor fibre optic cable (HDPE outer sheath, poly-Al moisture barrier, corrugated steel tape armoured, SM G.652.D, loose tubes with gel filling) - from admin building to ground floor of different buildings.		2000	metre
1839	9.014	9.15 )IP EPABX System expandable upto140 analog lines and 10 IP extensions, 1 PRI lines, 8 Trunk lines		1	each
1840	9.015	9.16 )Analog Telephone Handsets		155	each
1841	9.016	9.17 )IP phone based operator Console		2	each
1842	9.017	9.18 )Multicore telephone cable 50 Pair		1000	metre
1843	9.018	9.19 )FO enclosure with pre-terminated SM G.652 pigtails and LC Connectors, splice tray and fusion splice protection (12terminations) at ground floor of buildings with all necessary accessories.		8	each
1844	9.019	9.20 )FO enclosure with pre-terminated SM G.652 pigtails and LC Connectors, splice tray and fusion splice protection (24terminations) at Admin building for connections of all primary FO cables from all the facilities & necessary accessories		2	each
1845	9.02	9.21 )2 mm thick GI cable tray with of the following sizes complete with angle iron supports/hanging arrangement etc and Cable tray supports shall at every 1 meter.
1846	9.021	9.21.1 )300 x 50 x 2 mm		500	metre
1847	9.022	9.21.2 )150 x 50 x 2 mm		500	metre
1848	9.023	9.21.3 )100 x 50 x 2 mm		500	metre
1849	9.024	9.22 )25mm Dia heavy duty UPVC Conduits concealed in ceiling,wall,floor etc.,		5000	metre
1850	9.025	9.23 )SD Set Top box and Dish for Satellite TV System		16	each
1851	9.026	9.24 )Raceway (50 x 38 x 1.6 mm)		800	metre
1852	9.027	9.25 )Raceway (100 x 38 x 1.6 mm)		300	metre
1853	9.028	9.26 )Patch cords (2 meter)		500	each
1854	9.029	9.27 )50 Pair MDF BOX with System Side and telephone Side		4	each
1855	10	10.0 )EXTERNAL SERVICES WORKS
1856	10.001	10.1 )Sewerage system
1857	10.002	10.1.1 )Manholes
1858	10.003	10.1.1.1 )Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. 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 40mm nominal size), inside plastering 12mm 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 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :
1859	10.004	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 (weight of cover 23 kg and weight of frame 15 kg):
1860	10.005	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5		28	each
1861	10.006	10.1.1.2 )Extra for depth for manhole
1862	10.007	size 90 X 80 cm
1863	10.008	10.1.1.2.1 )With common burnt clay F.P.S. (non modular) bricks of class designation 7.5		10	Metre
1864	10.009	10.1.1.3 )Constructing brick masonry circular type manhole 0.91 M. internal dia at bottom and 0.56 M. dia at top with F.P.S. bricks in cement mortar 1:4 (1 cement: 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement :3 coarse sand: 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement all complete as per standard design
1865	10.01	0.91 M deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 gradded stone aggregate of 20 mm nominal size) including cantering shuttering all complete with excavation, footrest and 12 mm thick cement plaster at the external surface.
1866	10.011	10.1.1.3.1 )With common burnt clay F.P.S. (non modular) bricks of class designation 7.5		96	each
1867	10.012	Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m
1868	10.013	10.1.1.3.2 )With common burnt clay F.P.S. (non modular) bricks of class designation 7.5		42	Metre
1869	10.014	10.1.1.4 )Constructing brick masonry circular manhole 1.22 M. internal dia at bottom and 0.56 M. dia at top with F.P.S. bricks in cement mortar 1:4 (1 cement: 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement :3 coarse sand: 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement all complete as per standard design
1870	10.015	1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cantering, shuttering all complete with excavation, foot rests and 12 mm thick cement plaster at the external surface.
1871	10.016	10.1.1.4.1 )With common burnt clay F.P.S. (non modular) bricks of class designation 7.5		18	each
1872	10.017	Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m
1873	10.018	10.1.1.4.2 )With common burnt clay F.P.S. (non modular) bricks of class designation 7.5		5	Metre
1874	10.019	10.1.1.5 )Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design :
1875	10.02	2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cantering, shuttering all complete with excavation, foot rests and 12 mm thick cement plaster at the external surface.
1876	10.021	10.1.1.5.1 )With common burnt clay F.P.S. (non modular) bricks of class designation 7.5\n		19	each
1877	10.022	Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :
1878	10.023	10.1.1.5.2 )With common burnt clay F.P.S. (non modular) bricks of class designation 7.5\n		10	Metre
1879	10.024	10.1.1.6 )Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS:10910, on 12 mm dia. Steel bar conforming to IS:1786, having minimum cross section as 23mm x 25 mm and overall minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded leg having 2 mm tread on top surface by ribbing or chequering besides necessary and adequated anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.		911	each
1880	10.025	Cement Plaster 1:3 (1cement:3 coarse sand) finished with a floating coat of neat cement
1881	10.026	10.1.1.7 )12mm thick cement plaster		812	sqm
1882	10.027	10.1.1.8 )Providing sand cast iron drop connection externally for 60cm drop from branch sewer line to main sewer manhole including inspection & cleaning eye with chain & lid , sand cast iron drop pipe and bend encased all round with cement concrete 1:5:10( 1cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size) with all cantering and shuttering required , cutting holes in walls and making good with brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand) plastered with cement mortar 1:3 ( 1cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings , stiff cement mortar 1:1 ( 1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications:
1883	10.028	10.1.1.8.1 )150mm dia. sand cast iron drop connection		4	each
1884	10.029	10.1.1.9 )Extra for depths beyond 60cm of sand cast iron drop connection complete:
1885	10.03	10.1.1.9.1 )For 150mm dia. sand cast iron drop connection		4	each
1886	10.031	10.1.1.10 )Providing and fixing square mouth S. W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
1887	10.032	150x100mm size P type
1888	10.033	10.1.1.10.1 )With common burnt clay F.P.S. (non modular) bricks of class designation 7.5\n		28	each
1889	10.034	Making soak pit 2.5m diameter 3.0metre deep with 45x45cm dry brick honey comb shaft with bricks and S.W. drain pipe 100mm diameter, 1.8m long complete as per standard design.
1890	10.035	10.1.1.10.2 )with common burnt clay F.P.S.(non modular) bricks of class designation 7.5		4	each
1891	10.036	10.1.1.11 )Providing, installing and commissioning readymade type RCC Septic tank 1200mm Dia, 2500 mm long with covers for 50 users as per drawings / details etc including making connections to inlet, outlet, dewatering, complete, as directed by Engineer In Charge.\n		4	each
1892	10.037	10.1.1.12 )Providing , supplying Prefab Grease separator plant for 600 meals per day and operation hours 8 hrs. for under ground installation with suitable top sections. Emptying & cleaning via. Shaft manhole cover with connections for inlet & outlet. Make : Nihva Aco \n		1	each
1893	10.038	10.2 )SEWAGE WATER TREATMENT PLANT
1894	10.039	Design, Engineering, construction, procuring, supplying, installation, testing and commissioning of aerobic Sewage Treatment Plant based on MBBR Technology process, with total sewage handling capacity of 160 KLD to be treated in 16 hours /day as indicated in tender specs.		1	Lumpsum
1895	10.04	The scope of work includes design, drawings, construction, erection, commissioning, trial run and obtaining test results of completely with electrical, mechanical, piping and controls.
1896	10.041	The work is required to be carried out on a turnkey basis covering a guarantee of satisfactory performance as per the standards.
1897	10.042	The Plant shall be complete with a central Electrical Power and Control panel fully pre/site wired and with all power and control cables to all pumps and equipment including all instrumentation, water level controllers and other controls. MCC, PLC are to be housed in a plant room of suitable size to be built.
1898	10.043	Nature of Effluent : Domestic sewage from toilet, canteen, utensils washing etc.
1899	10.044	The rates will include all pumps, piping, valves, controls, reactor and tube settler media, blowers, diffusers, central Electrical Power and Control panel with all power and control cables to all pumps and equipment including all instrumentation, water level controllers and other controls.
1900	10.045	BASIC DATA ON INFLUENT RAW SEWAGE\npH : 6.5 - 8.5\nBOD5 : 250 - 400 mg/lit\nCOD : 600 - 800 mg/lit\nTotal Suspended Solids (TSS) : 200 - 400 mg/lit\nTotal Nitrogen : 20-50 mg/lit\nTotal Phosphorus : 7.1 mg/lit\nOil / Grease : 50 mg/lit\nPeak factor : 3\nTemperature : Ambient
1901	10.046	GUARANTEED TREATED SEWAGE QUALITY\nAs stipulated by State Pollution Control Board (PCB), the treated sewage quality shall be within the following values for various parameters, for both present and future. \nThe treated water quality should be fit for Flushing and Landscaping - \npH : 7 - 8\nTotal Suspended Solids (TSS) : < 5 mg/lit\nBOD5 : < 5 mg/lit (after tertiary treatment) \nCOD : < 50 mg/lit\nTurbidity: < 2 NTU \nOil / Grease : < 10 mg/lit\nAmmoniacal Nitrogen : < 5 mg/lit\nTotal Nitrogen (N) : < 10 mg/lit\nFecal Coliforms (MPN/100 ml) : Nil\nMin. Residual Chlorine : 1 mg/l
1902	10.047	The STP shall be designed based on the attached details and parameters. The capacities of various tanks and pumps are guidelines to the vendor. The contractor has to submit detailed calculations of system and equipment he proposes to install.
1903	10.048	The invert level of incoming raw sewage pipe is about 4.00 to 5.00 meter below ground level. However, the exact Invert level of incoming sewage should be taken before start of work.
1904	10.049	Technical/liasioning support while taking Approval from pollution board at initial & various other stages of works including preparation of report / drawings as per pollution board requirement, arrangement of raw sewage for testing & commissioning. Contractor shall include the cost of all chemicals consumed during testing & commissioning and the cost of such items of works which are not explicitly mentioned above, but are mandatory to have pollution board approval.
1905	10.05	The STP should follow all the latest concern Indian and Local norms.
1906	10.051	The Bidder shall have to submit detailed civil GA drawings, Good for construction Drawings Plan & Section,Fabrication Drawings, P & I diagram, Hydraulic Flow Diagram, schematic diagram and shop drawings of the plant indicating all sleeves etc for the various component and additional component if so required for the complete working of the STP also indicating all components in plant room required for present & future expansion. The drawings will have to submit for approval before start of work.
1907	10.052	The contractor will be solely responsible for smooth running of the sewage treatment plant and overall functioning of STP. In case it is found in the later stage that some additional fixtures / equipment are required to be added in order to achieve desired quality, the contractor would be liable to provide without any extra charges.
1908	10.053	The STP shall consist of following units but not limited to these unit as may be required by the manufacturer's design to achieve the guaranteed quality parameters in treated sewage.
1909	10.054	Notes: \n1) Cost towards Civil works shall not be included in this item. the same shall be paid under relevant Civil items of this BOQ.\n2)This Price Schedule (BOQ) shall be read along with replies to pre-bid queries and subsequent amendments if any.\n3) The quoted rate shall include the costs towards the items which are not specifically mentioned in the specifications, Price Schedule (BOQ) and drawings but necessary for true completion of the purpose of work and satisfactory performance of the STP.
1910	10.055	10.2.1 )TANKS AND CHAMBERS & BUILDING
1911	10.056	10.2.1.1 )RCC Coarse Bar Screen chamber suitable for 1 no. Coarse bar screen with suitable lifting arrangements complete as required. (1 No.)
1912	10.057	10.2.1.2 )RCC Raw sewage Collection Tank (Capacity shall be minimum 10 m3) for collecting sewage. (1 No.)
1913	10.058	10.2.1.3 )Prefabricated Fine Bar Screen chamber suitable for 1 nos. Fine bar screen with suitable lifting arrangements complete as required. (1 No.)
1914	10.059	10.2.1.4 )Prefabricated Oil / Grease Trap complete in all respect with Baffle walls and slotted pipe oil skimmer (MSEP). (HRT = 30 mins) (1 No.)
1915	10.06	10.2.1.5 )Prefabricated Oil / Grease Trap complete in all respect with Baffle walls and slotted pipe oil skimmer (MSEP). (HRT = 30 mins) (1 No.)\n\n
1916	10.061	10.2.1.6 )Prefabricated Anoxic tank (Capacity shall be minimum 20 m3) along with suitable provision for the maintenance of submersible mixer (1 No.)
1917	10.062	10.2.1.7 )Prefabricated Aerobic(MBBR) tanks (Total Capacity shall be minimum 60 m3) (Each tank shall have 30 m3 capacity) - 2 Nos Tanks in series with air diffusion system and piping complete of adequate capacity based on 160 KLD. Should be designed to operate both in series or parallel operation. (2 Nos.)
1918	10.063	10.2.1.8 )Prefabricated Secondary Tube Settler having hopper bottom, baffle wall, outlet launders with arrangement of lifting sludge from the bottom complete as required. \nMinimum Surface Overflow rate – 1.6 m3/m2/hr. (1 No.)
1919	10.064	10.2.1.9 )Prefabricated Chlorine Contact tank (Capacity shall be minimum 15 m3) with suitable inlets, baffles, outlets, drain, overflow facility complete as required. (1 No.)
1920	10.065	10.2.1.10 )Prefabricated Sludge Holding tank with provision of inlet, outlet, drain, overflow, supernatant withdrawal arrangement with provision of coarse bubble air grid for aeration. Sludge storage minimum 20 hrs according to sludge volume. (1 No.)
1921	10.066	10.2.1.11 )Prefabricated closed Treated Sewage tank (Capacity shall be minimum 30 m3) to collect treated sewage from Activated Carbon Filter with inlet, outlet, drain, overflow facility complete. Tank to be provided with manhole provision, railing etc. as indicated. (1 No.)
1922	10.067	10.2.1.12 )Prefabricated closed Flushing water tank/UF Permeate Tank (Capacity shall be minimum 80 m3) to collect treated water from UF system with inlet, outlet, drain, overflow facility complete. Overflow to be connected to Treated Sewage Tank Tank to be provided with manhole provision, railing etc. as indicated (1 No.)
1923	10.068	10.2.1.13 )All items required such as puddle flange, arrangements for inlet, outlet, overflow, weir, vent, MS cover, drain channel with M.S. Gratings, rungs,Foundation of all pumps, blowers, tanks, skids and pipe work, All drain trenches, all supports for pipe, cable trays and any other places as per requirement etc. (1 Lot)
1924	10.069	10.2.1.14 )Building with RCC columns / Brick masonry of suitable size for MCC/ PLC, chemical storage, Laboratory, operator rest room at STP operators room etc. - RCC Column / Brick. (1 Lot.) \n
1925	10.07	10.2.1.15 )RCC Drainage sump if required for collection of backwashes, drains, accidental overflows etc.- RCC. (1 Lot)\n
1926	10.071	10.2.1.16 )Prefabricated unit shall cover complete safety of the unit including platform, stair cases, toe guards, handrails, any other safety device required to lift the pumps, blowers etc for maintenance. (1 Lot.)
1927	10.072	10.2.1.17 )Shed for dewatering equipment's, blowers etc. (1 Lot)
1928	10.073	10.2.2 )ELECTRO MECHANICAL WORKS
1929	10.074	Note : \n1. Pump capacity / head may vary and bidder to provide as per their design. Should be substantiated during detailed engineering\n2. Provision of pump sets can change as per bidders design and hydraulics\n3. Necessary lifting arrangement should be provided for submersible pumps and submersible Mixers.
1930	10.075	10.2.2.1 )Supply, installation, testing and commissioning of following electro mechanical works and equipment's -
1931	10.076	10.2.2.2 )1 nos. S.S. 316 coarse bar screen for peak flow having 10 mm opening of suitable size with suitable lifting arrangements complete as required. (1 No.)
1932	10.077	10.2.2.3 )Raw Sewage Transfer pumps of 3 Nos. (2W +1S) of duty 15 Cum/Hr @ 20 m head, vertical submersible pumps with casing/cover of Cast Iron(CI), impeller CI and shaft of Cast Steel, suitable for mechanical packed seal complete with base frame, pump driven by electric motor of suitable kW rating and RPM with IP 55 protection and class F insulation, foundation bolts, etc. From Raw Sewage Collection Tank to Fine screen chamber followed by Oil & Grease trap and Equalisation Tank. (Cutter type Pumps) Solid handling capacity shall be 35 mm. (3 Nos.)
1933	10.078	10.2.2.4 )1 no. S.S. 316 fine bar screen having 6 mm opening of suitable size with suitable lifting arrangements complete as required. (1 No.)
1934	10.079	10.2.2.5 )Providing & fixing of slotted pipe oil skimmer of suitable capacity .Slotted pipe type with oil necessary arrangements in Oil & Grease Trap. (1 No.)\n
1935	10.08	10.2.2.6 )Equalised Sewage transfer pumps of 2 Nos. (1W +1S) of duty 10 Cum/Hr @ 12 m head, horizontal centrifugal pumps with casing/cover of Cast Iron(CI), impeller CI and shaft of Cast Steel, complete with base frame, pump driven by electric motor of suitable kW rating and RPM with IP 55 protection and class F insulation, foundation bolts, etc. From Equalisation Tank to Anoxic Tank / MBBR tank. Solid handling size minimum 20 mm. (2 Nos.)
1936	10.081	10.2.2.7 )Coarse bubble air grid for Equalisation tank and Sludge Holding tank ,MOC- UPVC/HDPE (1 Lot)
1937	10.082	10.2.2.8 )Submersible Mixer in anoxic tank MOC- SS 304 (1 No.)
1938	10.083	10.2.2.9 )Twin lobe type rotary air blowers for Equalisation Tank & Sludge Holding Tank with suitable capacity driven through \"V\" belt or directly coupled through flexible coupling to a TEFC motor suitable for 415 + 10% volts, 3 phase, 50 cycles A/C supply, coarse bubble air grid, complete with valves & air distribution grid complete with Acoustic Hood as required. Qty : 2 no's (1W+1S) \nAir supply rate - 0.7 m3 to 0.9 m3 of air per m3 of Volume of the tanks. Common Air blowers shall be used to supply compressed air in Equalisation tank and Sludge Holding tank. (2 Nos.)
1939	10.084	10.2.2.10 )Twin lobe type rotary air blowers for MBBR Tank As per design (Approximately 250- 300 m3/hr) with suitable capacity driven through \"V\" belt or directly coupled through flexible coupling to a TEFC motor of suitable kW Suitable for 415 + 10% volts, 3 phase, 50 cycles A/C, supply of fine bubble membrane type diffusers complete with valves & air distribution grid complete with Acoustic Hood as required. Qty : 2 Nos. (1W +1S). \n
1940	10.085	10.2.2.11 )Non clog type retrievable air diffuser system tubular type capable of handling desired flow of air. Air diffuser grid shall be assembled in modular form so that they can be replaced/ repaired easily from platform at the top. Air diffuser system shall be provided fine air bubble type diffusers for MBBR tank as per Bidders design. MOC- EPDM\nAs per design \nAir flow rate per diffuser- 8 m3/hr per diffuser. (1 Lot.)\n
1941	10.086	10.2.2.12 )Nitrifying liquor transfer pumps of 2 Nos. (1W +1S) of duty of suitable capacity (Min. 30 m3/hr) and 10 m head , horizontal centrifugal pumps with casing/cover of Cast Iron(CI), impeller CI and shaft of Cast Steel, suitable for mechanical packed seal complete with base frame, pump driven by electric motor of suitable kW rating and RPM with IP 55 protection and class F insulation, foundation bolts,. Transferring mix liquor from MBBR tank to Anoxic tank. (2 Nos.)
1942	10.087	10.2.2.13 )Return Sludge pumps of 2 Nos. (1W +1S) of duty of suitable capacity (Min. 10 m3/hr) and 10 m head , horizontal centrifugal pumps with casing/cover of Cast Iron(CI), impeller CI and shaft of Cast Steel, suitable for mechanical packed seal complete with base frame, pump driven by electric motor of suitable kW rating and RPM with IP 55 protection and class F insulation, foundation bolts. Transferring sludge from Tube settler to SHT , MBBR and Anoxic Tank. \n(2 Nos.)
1943	10.088	10.2.2.14 )Supply, installation, testing & commissioning of Random Media for attached growth process (MBBR Technology) MOC = Virgin PP, Specific Gravity = 0.93 - 0.95, Minimum surface Area = 400 sq.mtr / cum.of media. \nMinimum 25% volume of the MBBR tanks. (1 Lot)
1944	10.089	10.2.2.15 )Wedge wire screen of maximum 5 mm opening for arresting / retaining MBBR media within tank MOC : SS 316. (4 Nos.)
1945	10.09	10.2.2.16 )Supply, installation, testing and commissioning of PVC tube deck settling media to be installed in secondary settling tank. VH-750 mm, Shape - Hexagonal Chevron.\nTube settler media shall be of Virgin PVC, UV stabilized plates with an angle of inclination of Tubes – min. 55 deg, Min. thickness of plate 1 mm ± 0.1 mm.\nPlan settling area at 60° slope- 11 m2/m3 of media\nPlan settling area at 55° slope- 13 m2/m3 of media. (1 Lot)\n
1946	10.091	10.2.2.17 )Filter feed pumps of 2 Nos. (1W +1S) of duty Min. 10 Cum/Hr @ 25 m head, horizontal centrifugal pumps with casing/cover of Cast Iron(CI), impeller CI and shaft of Cast Steel, suitable for gland packed seal complete with base frame, pump driven by electric motor of suitable kW rating and RPM with IP 55 protection and class F insulation, foundation bolts, etc. From Chlorine contact tank to Pressure Sand Filter. (2 Nos.)
1947	10.092	10.2.2.18 )Chlorine Dosing System for Disinfection for treated Sewage\nFor Chlorine dosing Pumps 2 Nos. (1 working + 1 standby) pump with 1 no. HDPE dosing tank of suitable capacity. (1 Set)
1948	10.093	10.2.2.19 )Supply, installation & testing and commissioning of vertical floor mounted mild steel Epoxy pressure type Pressure Sand filter of suitable size for required flow and head, provided with an inlet distributor. The vessel is painted externally and internally with epoxy paint with primer with frontal piping & valves, back wash system & filter media etc. complete with standard fittings like cover, pressure gauge at inlet & outlet, sampling cock, rinse drain valve, air vent valve with piping, bolts, nuts & rubber gaskets. (1 Set)\nFiltration Rate- Max. 12 m3/m2/hr
1949	10.094	Flow rate =10 M3 / hr
1950	10.095	Vessel Dia = 1100 mm
1951	10.096	HOS = Min. 1500 mm
1952	10.097	Shell / Dish thickness = 6 / 8 mm
1953	10.098	Working pressure = 3.5 Kg/Sq.cm.
1954	10.099	Test pressure = 5.5 Kg/Sq.cm.
1955	10.1	Qty = 1 Set
1956	10.101	10.2.2.20 )Supply, installation & testing and commissioning of vertical floor mounted mild steel Epoxy pressure type Activated carbon filter of suitable size for required flow and head, provided with an inlet distributor. The vessel is painted externally and internally with epoxy paint with primer with frontal piping & valves, back wash system & filter media etc. complete with standard fittings like cover, pressure gauge at inlet & outlet, sampling cock, rinse drain valve, air vent valve with piping, bolts, nuts & rubber gaskets. (vendor to submit the Iodine value of the carbon during 1st filling). (1 Set)\nFiltration Rate- Max. 10 m3/m2/hr
1957	10.102	Flow rate = 10 M3 / hr
1958	10.103	Vessel Dia = 1200 mm
1959	10.104	HOS = Min. 1500 mm
1960	10.105	Shell / Dish thickness = 6 / 8 mm
1961	10.106	Working pressure = 3.5 Kg/Sq.cm.
1962	10.107	Test pressure = 5.5 Kg/Sq.cm.
1963	10.108	Qty = 1 Set
1964	10.109	10.2.2.21 )ULTRAFILTRATION SYSTEM (Dead end type) complete system with UF feed pumps 2 Nos. (1W+1S). \nUltra-filtration system shall comprise of the following processes and services:\na) The ultrafiltration system shall be designed for Design flow 10 m3/hr. Capacity of Each UF feed Pump shall be 10 m3/hr. \nb) Low pressure Membrane Filtration System (include backwash, clean-in-place system, CEB system, pressure measurement, and other ancillary equipment).\nc) Membrane System shall be pressure driven.\nd) Membrane shall be comprising of homogeneous hollow fibre type with nominal pore size of 0.04 µm for removal of bacteria, viruses, and particulates including colloids.\ne) Hollow fibers Membrane with four Connections in each module. \nf) UF Membrane shall be Provided with all necessary chemical cleaning facility like CIP System and CEB System with air scouring Facility as per vendor requirement. \ng) Flux Rate of each Membrane shall be in the range of 35-45 LMH. \nh) Operating pH range 2-11. \ni) The hollow fiber membranes to be made from PVDF polymer or poly sulfone. \nj) MOC of End Caps shall be GRP. \n
1965	10.11	k) MOC of central permeate tube, feed & reject port shall be UPVC. \nl) MOC of Membrane housing shall be U-PVC or FRP.\nm) Membrane backwash system shall use a filtrate backwash together with external air scour to remove accumulated particles and maintain a design filtrate production rate. Chemical enhanced backwash shall use dilute hypochlorite acid for a short periods of time to maintain membrane permeability. \nn) The membrane system must include membrane integrity test that is capable of demonstrating the membrane system is achieving a minimum of 4-log removal of particles greater than 2 microns. The membrane integrity test must be fully automated and capable of testing the membrane every 24 hours of operation. Each membrane module must have view glass for integrity test. (1 Set)
1966	10.111	o) All unit operations within a membrane system shall be fully automated and suitable for unattended operation including but not limited to backwash, chemical enhanced backwash, membrane integrity monitoring and clean-in-place (CIP) sequence. Vendor must provide membrane repairing kit.\np) Maximum membrane per Pressure Vessel shall be 6 Nos. ( 1 Set)\n
1967	10.112	10.2.2.22 )Filter Press Feed pumps cum Dewatering Unit Feed Pumps of 2 Nos. (1W +1S) of suitable capacity Minimum 2 m3/hr @ 40 m Head, Positive Displacement screw pumps with casing/cover of Cast Iron(CI), impeller CI and shaft of Cast Steel, suitable for gland packed seal complete with base frame, pump driven by electric motor of suitable kW rating and RPM with IP 55 protection and class F insulation, foundation bolts, etc. (Max 12 hours operation). (2 Nos.)
1968	10.113	10.2.2.23 )Providing, fixing, testing and commissioning of Hydraulically operated Filter Press for dewatering the sludge including all accessories (Max 12 hours operation). (1 Set)
1969	10.114	10.2.2.24 )Dewatering Polyelectrolyte Dosing System for Dewatering \nFor Dewatering Poly dosing 1 working + 1 standby dosing pumps with 1 No. HDPE Tank with suitable capacity with 1 No. Motorised mixer - SS 304. (1 Set)
1970	10.115	10.2.2.25 )Dry Pit Pump if required of suitable capacity & head (2 Nos.)
1971	10.116	10.2.2.26 )Supply and installation of 2 sets of eye wash / safety showers (1 No.)
1972	10.117	10.2.2.27 )Mechanical Ventilation system. (1 Set)
1973	10.118	10.2.2.28 )Providing and fixing all piping (as described below) and isolation control Ball / butterfly valves (Min. PN 10) of required sizes and numbers with all accessories, fittings, supports, clamps, double flanged flexicon rubber expansion joint with rubber gasket as per system pressure, nuts, bolts, washers, puddle flanges for all tanks, other flanges, NRV's, flow control valves, flow measurement device, SS 304 screen strainers at suction of clear water pumps, for making the system complete in all respects with anti corrosive protection. (1 Lot)
1974	10.119	10.2.2.29 )Butterfly Valve : Cast Iron Wafer type butterfly valves (PN 10) as per IS:13095, with SS disc, SS shaft, SS seating rings, SS internal fastening, EPDM seat, CS external nuts-bolts.
1975	10.12	10.2.2.30 )Ball Valve : Cast Iron Wafer type butterfly valves (PN 10) as per IS:13095, with SS disc, SS shaft, SS seating rings, SS internal fastening, EPDM seat, CS external nuts-bolts.
1976	10.121	10.2.2.31 )Check Valve : Cast Iron body dual plate wafer type check valve (NRV) (PN 10) with SS disc, SS stem, EPDM seat, spring & pin, SS stem, SS internal fastening, CS external fastening.
1977	10.122	10.2.2.32 )PVC Flexible Breaded Hose Pipe : Submerged piping for raw sewage transfer pumps / Submerged piping for diffusers.
1978	10.123	10.2.2.33 )Interconnecting pipes with required pipe fittings, control valves, manual valves as per the system design, flange connections, gaskets,GI fasteners, pipe supports etc for making the system completed.
1979	10.124	10.2.2.34 )MS Epoxy coated (Class 'B') : All non submerged piping
1980	10.125	10.2.2.35 )GI Piping (Class 'B') : All piping after filter feed tank.
1981	10.126	10.2.2.36 )HDPE piping min 10kg/cm2
1982	10.127	10.2.2.37 )MS Epoxy coated (Class 'B') : Air grid piping-non submerged
1983	10.128	10.2.2.38 )Supply, Installation, Testing & Commissioning of Compartmentalised Electrical Control Panel (LV Switchgear / MCC) suitable for 415 V, 3 Phase, 4 wies, 50Hz, fabricated out of 16 SWG CRCA sheet steel, IP52, wall / floor mounting type.The panel shall have form 3b separation. Fault level shall be 50kA for 1 sec. The sheet steel shall undergo minimum nine tank treatment followed by finishing powder coating of min 60 micron thickness. The board includes removable gland plates, cable glands, including connection with outgoing feeders complete in all respect. The outgoings from the panel shall be suitable for all equipment's, various pumps, blowers with suitable capacity star delta / DOL starters, plant lighting, ventilation, treated water transfer pumps to horticulture and flushing system etc. Though Flushing water transfer pumps and Irrigation/Gardening water transfer pumps are not in vendor scope , provision of 2 feeders for each set flushing water transfer pump and Gardening pump to be provided. Adequate size cable alley shall be provided for each cable bending & termination. (1 Lot)
1984	10.129	10.2.2.39 )The incoming MCCB shall be of Four Pole provided with microprocessor based with inbuilt O/L, S/C and with E/F protection. \nAll Outgoings MCCB's shall be of TPN with thermal-magnetic O/L & S/C release.
1985	10.13	10.2.2.40 )All MCCB's shall be of Ics = 50 kA breaking capacity, Ics = 100% Icu, with rotary handle & pad locking arrangement, with adjustable O/L & S/C trip setting as per load requirement. All TP MCCB shall be with solid isolable neutral link. The breaking capacity specified is Ics value.
1986	10.131	10.2.2.41 )Cyclic timers will be provided for all type of pumps for alternate working of stand by pumps.
1987	10.132	10.2.2.42 )The fault withstanding capacity of panel shall be 50 KA rms for 1 sec.
1988	10.133	10.2.2.43 )BUS BAR shall rated same as Incomer. 415 Volts, 3 phase 50 HZ TPN high conductivity electrolytic grade Aluminium bus bars of suitable length, insulated by heat shrinkable sleeves. \nThe current density for bus bar shall be minimum 0.70 sq mm / amp.
1989	10.134	10.2.2.44 )The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should be restricted to 35 deg C above ambient temperature.
1990	10.135	10.2.2.45 )The above board shall be complete with 3 nos. phase indicating lights, flush mounted Ammeter, Voltmeter, CT's, PT's, selector switches etc. at Incomer.
1991	10.136	10.2.2.46 )Panel shall have necessary arrangement to operate the system manually. Only main power supply up to the STP.Panel shall be provided by the owner. All required items like water level controller Digital type level indicator with magnetic SS level probes for Filter feed tank & Treated Water Storage Tank , electrical wiring, armoured power and control cables between panel to various pumps & equipment's, cable terminations, double compression glands, double GI plate earthing with GI strips, GI perforated cable trays to carry power and control cables from panel to various equipment's including supports, with all accessories shall be quote separately as per item given in the BOQ.
1992	10.137	10.2.2.47 )The following pumps shall be controlled by the panel : (The ampere rating will be as per the final selection of equipment)
1993	10.138	10.2.2.48 )Raw Sewage Pumps from Raw Sewage Collection Tank to Fine Screen chamber - 3 Nos.
1994	10.139	Equalised Sewage transfer Pumps from EQT to Anoxic / MBBR - 2 Nos.
1995	10.14	Nitrifying liquor transfer pumps -2 nos.
1996	10.141	Air Blowers - 4 nos.
1997	10.142	Sludge Transfer Pumps - 2 Nos.
1998	10.143	Filter Press feed pumps -2 Nos.
1999	10.144	Filter Press - 1 Nos.
2000	10.145	Filter Feed Pumps - 2 Nos.
2001	10.146	Irrigation water Transfer Pumps - 2 Nos.
2002	10.147	Flushing water Transfer Pumps - 2 Nos.
2003	10.148	Submersible Mixer in anoxic tank- 1 No.
2004	10.149	Mixer in Dosing tank- 1 No.
2005	10.15	UF System With CEB and CIP System
2006	10.151	Dosing pumps - 4 Nos.
2007	10.152	Lighting in Package areas. (1 Lot)
2008	10.153	Spare Feeders. (1 Lot)
2009	10.154	10.2.2.49 )Supply & Laying of ISI marked Copper / Aluminium conductor, 1100V Grade, XLPE insulated, PVC inner sheath, armoured/unarmoured and FRLS PVC outer sheath as per IS 7098, for power supply to various pumps and equipment's from STP panel to respective equipment's. The job will include the supply and installation of lugs and double compression glands. (1 Lot)
2010	10.155	10.2.3 )G.I. EARTHING
2011	10.156	10.2.3.1 )i) Providing and laying suitable dia G.I. wire on surface, in recess or in ground including connections for loop earthing as required. (1 Lot)
2012	10.157	10.2.3.2 )ii) Providing & fixing suitable size G.I. strip on surface, in recess or in ground including connections etc. as required. (1 Lot)
2013	10.158	10.2.3.3 )Supply and erection of Perforated type cable trays made out of prefabricated Galvanized sheet steel of suitable sizes including tees, bends, crossings, reducers, couplings to be installed over head on wall or hanged from ceiling including all necessary supports, brackets at every 1500 mm c/c, grouting, levelling, suspension and fixing arrangements, dash fasteners, G.I. nuts & bolts complete in all respects. (1 Lot)
2014	10.159	10.2.3.4 )Supply of MS (hot dipped galvanized) puddle flanges as required to be provided (in the structural slab and wall ) of various diameters. Puddle flanges shall be provided for all the structural component of the STP. The installation of the puddle flanges shall be carried out by the Civil Contractor in accordance to the Civil GA drawings ( to be prepared by the STP contractor) at the required levels and position : under the supervision of the civil contractor. (1 Lot)
2015	10.16	10.2.3.5 )Supply, Installation, testing & commissioning of electro-magnetic type flow meter to be installed at 1. At the discharge of Equalized sewage transfer Pumps\n2. At the outlet of Activated carbon filter outlet\n3. At the outlet of Flushing water transfer Pumps\n(3 Sets)\n
2016	10.161	10.2.3.6 )Instrumentation items such as Pressure Indicators, Level switches for high and Low, low level switches(Dosing tanks)& Flow Indicators, Pressure switches. (1 Lot)
2017	10.162	10.2.3.7 )DO meter in MBBR tank (1 No.)
2018	10.163	10.2.3.8 )PLC panel for UF system (1 Lot)
2019	10.164	10.2.3.9 )Rotameter/ Air flow Meter at Inlet/ discharge line from Air blowers to MBBR tanks, Equalisation tanks and sludge Holding tank. (3 Nos.)
2020	10.165	10.2.3.10 )Energy meter Per MCC ( compatible with SCADA i.e. with RS485 communication protocol) (1 No.)
2021	10.166	10.2.4 )ADDITIONAL ITEMS /OTHER WORKS / SYSTEM
2022	10.167	Any other items, works, systems not specifically mentioned above but necessary for satisfactory performance of the system
2023	10.168	10.2.4.1 )Miscellaneous Items (1 Lot)
2024	10.169	Note : All offered Motors shall have IE3 efficiency.
2025	10.17	10.3 )Drainage system
2026	10.171	10.3.1 )Manholes
2027	10.172	10.3.1.1 )Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:
2028	10.173	10.3.1.1.1 )Inside dimensions 455x610 mm and 45 cm deep for single pipe line :
2029	10.174	10.3.1.1.1.1 )With common burnt clay F.P.S. (non modular) bricks of class designation 7.5		57	Each
2030	10.175	10.3.1.2 )Extra for depth beyond 45 cm of brick masonry chamber :
2031	10.176	10.3.1.2.1 )For 455x610 mm size
2032	10.177	10.3.1.2.1.1 )With common burnt clay F.P.S. (non modular) bricks of class designation 7.5		28	Metre
2033	10.178	10.3.2 )Providing, fixing, , laying & jointing and testing in position ISI marked PVC pipes (as per IS 4985, 4 Kg / Sq cm ) with necessary fitting for footpath / pathway as directed by Engineer in charge.
2034	10.179	10.3.2.1 )110mm dia.		25	Metre
2035	10.18	10.3.3 )Providing and placing in position 100mm thick factory made machine batched & machine mixed Precast RCC perforated rectangular covers on drains of footpath of various sizes , of M-25 grade cement concrete for RCC work , including cost of centring,shuttering,reinforcement of 8mm dia. TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6mm thick , 100mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12mm dia. bar for hooks etc. inclusive of cost of cartage,all leads & lift, handling at site etc. all complete as per direction of Engineer-in -charge.		1275	sqm
2036	10.181	10.3.4 ) Complete Electrical Control Panel comprising of all accessories such as float switches, control wiring and any other necessary imports, etc. (list to be provided by the Contractor). Pumps shall have dry run protection & high/ low level alarm. Each pumps shall have starters.
2037	10.182	Accessories for each pump like NRVs on delivery header, isolating valves on suction & delivery header, pressure gauge, MS base frame (Synthetic enamel painted over a coat of primer), foundation bolts etc. complete.
2038	10.183	Submersible Storm Water / Dewatering Pumps
2039	10.184	Nos. of Pumps: 4 (3 No Working + 1 No Stand By)
2040	10.185	Water Flow Rate: 0.13cum/sec
2041	10.186	Head: 15 M
2042	10.187	Purpose: To pump out storm water
2043	10.188	Supply, Installation, Testing and Commissioning of continuous duty submersible centrifugal non-clogging storm water pumps complete with 3 phase motor with all necessary protection and mechanical seal, etc. Pumps shall have dry run protection & high/low level alarm. Pumps shall be supplied with 2 Nos float switches & electrical control panels with cables & accessories for auto/ manual mode operation complete as specified & directed by Engineer/ Owner.		4	set
2044	10.189	10.3.5 )Complete Electrical Control Panel comprising of all accessories such as float switches, control wiring and any other necessary imports, etc. (list to be provided by the Contractor). Pumps shall have dry run protection & high/ low level alarm. Each pumps shall have starters.
2045	10.19	Accessories for each pump like NRVs on delivery header, isolating valves on suction & delivery header, pressure gauge, MS base frame (Synthetic enamel painted over a coat of primer), foundation bolts etc. complete.
2046	10.191	Submersible Storm Water / Dewatering Pumps
2047	10.192	Nos. of Pumps: 7 (5 No Working + 2 No Stand By)
2048	10.193	Water Flow Rate: 8 m3/hr
2049	10.194	Head: 40 M
2050	10.195	Purpose: To pump storm water from water collection tank
2051	10.196	Supply, Installation, Testing and Commissioning of continuous duty submersible centrifugal non-clogging storm water pumps complete with 3 phase motor with all necessary protection and mechanical seal, etc. Pumps shall have dry run protection & high/low level alarm. Pumps shall be supplied with 2 Nos float switches & electrical control panels with cables & accessories for auto/ manual mode operation complete as specified & directed by Engineer/ Owner.		7	set
2052	10.197	10.4 )WATER TREATMENT PLANT
2053	10.198	Design, Engineering, construction, procuring, supplying, installation, testing and commissioning of Water Treatment Plant. The total treated water required for Domestic purpose (excluding Drinking) is 120 KLD and for Drinking 25 KLD. Filtration and disinfection process shall be provided to treat raw water and stored in Domestic water tank. Water from domestic water tank shall be used for all domestic purposes other than drinking while part of water from Domestic water tank shall be transferred to RO system and RO permeate shall be stored in Drinking water tank.\nThe present process is designed based on very limited information about the quality of water. The exact scheme will be finalised during detailed engineering. We are not envisaging any major modifications in the process in the detailed design stage. For any minor modifications, the contractor would be liable to provide without any extra charges.		1	Lumpsum
2054	10.199	The scope of work includes design, drawings, construction, erection, commissioning, trial run and obtaining test results of completely with electrical, mechanical, piping and controls.
2055	10.2	The work is required to be carried out on a turnkey basis covering a guarantee of satisfactory performance as per the standards/ specification.
2056	10.201	The Plant shall be complete with a central Electrical Power and Control panel fully pre/site wired and with all power and control cables to all pumps and equipment including all instrumentation, water level controllers and other controls. MCC, PLC are to be housed in a plant room of suitable size to be built .\n
2057	10.202	Nature of Effluent : City Water Supply or Bore well water
2058	10.203	The rates will include all pumps, piping, valves, Membranes, Filters, controls, reactor and central Electrical Power and Control panel with all power and control cables to all pumps and equipment including all instrumentation, water level controllers and other controls.
2059	10.204	BASIC DATA ON RAW WATER PARAMETERS\nContractor has to visit the site for sample collection and analyse all parameters as per the IS 10500. Based on the analysis report, contractor shall design Water treatment Plant.
2060	10.205	GUARANTEED TREATED WATER QUALITY\nTreated water shall meet treated water standards as per IS 10500 for drinking water.
2061	10.206	The contractor has to submit detailed calculations of system and equipment he proposes to install.
2062	10.207	The WTP should follow all the concern Indian and Local norms and suitable for outdoor installation.
2063	10.208	The Bidder shall have to submit detailed civil GA drawings, Good for construction Drawings Plan & Section,Fabrication Drawings, P & I diagram, schematic diagram and shop drawings of the plant indicating all sleeves etc for the various component and additional component if so required for the complete working of the WTP also indicating all components in plant room required for present & future expansion.
2064	10.209	The contractor will be solely responsible for smooth running of the Water treatment plant and overall functioning of WTP. In case it is found in the later stage that some additional unit / equipment are required to be added in order to achieve desired quality, the contractor would be liable to provide without any extra charges. The scheme proposed is based on data available till date and is indicative only which may change during detail engineering. Bidder based on his experience should consider the scheme providing minimum items as indicated in the BOQ.
2065	10.21	The WTP shall consist of following units but not limited to these units as may be required by the manufacturer's design to achieve the guaranteed quality parameters in treated Water.
2066	10.211	Notes: \n1) Cost towards Civil works shall not be included in this item. the same shall be paid under relevant Civil items of this BOQ.\n2) This Price Schedule (BOQ) shall be read along with replies to pre-bid queries and subsequent amendments if any.\n3) The quoted rate shall include the costs towards the items which are not specifically mentioned in the specifications, Price Schedule (BOQ) and drawings but necessary for true completion of the purpose of work and satisfactory performance of the WTP.
2067	10.212	10.4.1 )TANKS AND CHAMBERS & BUILDING
2068	10.213	10.4.1.1 )RCC Raw Water Tank RCC M 30 (1 No.)
2069	10.214	10.4.1.2 )RCC Domestic Water Tank RCC M 30 (1 No.)
2070	10.215	10.4.1.3 )RCC Drinking Water Tank RCC M 30 (1 No.)
2071	10.216	10.4.1.4 )All items required such as puddle flange, arrangements for inlet, outlet, overflow, weir, vent, MS cover, drain channel with M.S. Gratings, rungs,Foundation of all pumps, filters, tanks, skids and pipe work, All drain trenches, all supports for pipe, cable trays and any other places as per requirement etc. (1 Lot)
2072	10.217	10.4.1.5 )Room with RCC columns / Brick masonry of suitable size for MCC/ PLC, chemical storage, Laboratory, operator rest room at WTP operators room etc. - RCC Column / Brick. (1 No.)\n
2073	10.218	10.4.1.6 )RCC Drainage sump if required for collection of backwashes, drains, accidental overflows etc.- RCC. (1 Lot)\n
2074	10.219	10.4.1.7 )Prefabricated unit shall cover complete safety of the unit including platform, stair cases, toe guards, handrails, any other safety device required to lift the pumps, blowers etc for maintenance. (1 Lot)
2075	10.22	10.4.2 )ELECTRO MECHANICAL WORKS
2076	10.221	Note : \n1. Pump capacity / head may vary and bidder to provide as per their design. Should be substantiated during detailed engineering\n2. Provision of pump sets can change as per bidders design and hydraulics
2077	10.222	Supply, installation, testing and commissioning of following electro mechanical works and equipment's -
2078	10.223	10.4.2.1 )Filter feed pumps of 2 Nos. (1W +1S) of duty Min 12.5 Cum/Hr @ 25 m head, horizontal centrifugal pumps with casing/cover of Cast Iron(CI), impeller CI and shaft of Cast Steel, suitable for gland packed seal complete with base frame, pump driven by electric motor of suitable kW rating and RPM with IP 55 protection and class F insulation, foundation bolts, etc. From Raw Water tank to Pressure Sand Filter. (2 Nos.)
2079	10.224	10.4.2.2 )Sodium Hypochlorite Dosing System for Disinfection at the inlet of PSF \nFor Sodium Hypochlorite dosing Pumps1 working + 1 standby pump with 1 no. HDPE dosing tank of suitable capacity. (1 Set)
2080	10.225	10.4.2.3 )Supply, installation & testing and commissioning of vertical floor mounted mild steel Epoxy pressure type Pressure Sand filter of suitable size for required flow and head, provided with an inlet distributor. The vessel is painted externally and internally with epoxy paint with primer with frontal piping & valves, back wash system & filter media etc. complete with standard fittings like cover, pressure gauge at inlet & outlet, sampling cock, rinse drain valve, air vent valve with piping, bolts, nuts & rubber gaskets.(1 Set)\nFiltration Rate- 15 m3/m2/hr
2081	10.226	Flow rate =12.5 M3 / hr
2082	10.227	Shell / Dish thickness = 6 / 8 mm
2083	10.228	Working pressure = 3.5 Kg/Sq.cm.
2084	10.229	Test pressure = 5.5 Kg/Sq.cm.
2085	10.23	Qty = 1 Set
2086	10.231	10.4.2.4 )Supply, installation & testing and commissioning of vertical floor mounted mild steel Epoxy pressure type Activated carbon filter of suitable size for required flow and head, provided with an inlet distributor. The vessel is painted externally and internally with epoxy paint with primer with frontal piping & valves, back wash system & filter media etc. complete with standard fittings like cover, pressure gauge at inlet & outlet, sampling cock, rinse drain valve, air vent valve with piping, bolts, nuts & rubber gaskets. (vendor to submit the Iodine value of the carbon during 1st filling) (1 Set)\nFiltration Rate- 15 m3/m2/hr
2087	10.232	Flow rate = 12.5 M3 / hr
2088	10.233	Shell / Dish thickness = 6 / 8 mm
2089	10.234	Working pressure = 3.5 Kg/Sq.cm.
2090	10.235	Test pressure = 5.5 Kg/Sq.cm.
2091	10.236	Qty = 1 Set
2092	10.237	10.4.2.5 )RO feed pumps of 2 Nos. (1W +1S) of duty Min 2.61 Cum/Hr @ 20 m head, horizontal centrifugal pumps with casing/cover of Cast Iron(CI), impeller CI and shaft of Cast Steel, suitable for gland packed seal complete with base frame, pump driven by electric motor of suitable kW rating and RPM with IP 55 protection and class F insulation, foundation bolts, etc. From Domestic water tank to RO System. (2 Nos.)
2093	10.238	10.4.2.6 )Anti-sealant dosing system consisting of solution preparation tank with motorised mixer, level indicator and level switches and with anti-sealant dosing pumps electronic diaphragm type of suitable capacity and head.\nDosing Tank- 1 No. MOC-HDPE\nDosing Pumps – 2 Nos. (1W+1S) MOC- PP\nMotorised Mixer- 1 No. MOC- SS 304.\n( 1 Set)
2094	10.239	10.4.2.7 )Anti-oxidant dosing system consisting of solution preparation tank with motorised mixer, level indicator and level switches and with anti-oxidant dosing pumps electronic diaphragm type of suitable capacity and head.\nDosing Tank- 1 No. MOC-HDPE\nDosing Pumps – 2 Nos. (1W+1S) MOC- PP\nMotorised Mixer- 1 No. MOC- SS 304\n( 1 Set)
2095	10.24	10.4.2.8 )RO System-RO system complete with inlet cartridge filter, high pressure pumps (1W+1S), required no. of spiral wound RO membrane elements mounted in pressure vessels, all mounted on a skid. RO system to be designed for min. 80% recovery. Instruments to include pH and conductivity transmitter on the permeate outlet, flow transmitter on the permeate outlet, a flow indicator on the reject, pressure switches on the high pressure pump suction and discharge, pressure gauge on the RO inlet and reject, ORP analyser on the inlet. The system should be designed for automatic operation with necessary interlocks. Capacity: to be designed to produce permeate flow of 25 KLD.\nRO high pressure pumps 2 Nos. (1W+1S)\ncartridge filter- 1 No.\nMOC:\nCartridge filter: SS 316, \nRO Membrane : Flux-30 LMH maximum. Quantity-As per projection Warranty minimum 3 Years.\nhigh pressure pumps: SS 316, \nSkid: SS 304, \nhigh pressure piping SS 304, \nlow pressure piping uPVC\n( 1 Lot)
2096	10.241	10.4.2.9 )pH correction of RO permeate consisting of solution preparation tank with motorised mixer, level indicator and level switches and with alkali dosing pumps electronic diaphragm type of suitable capacity and head\nDosing Tank- 1 No. MOC-HDPE\nDosing Pumps – 2 Nos. (1W+1S) MOC- PP\nMotorised Mixer- 1 No. MOC- SS 304.\n( 1 Set)
2097	10.242	10.4.2.10 )Sodium Hypochlorite Dosing System for Disinfection at the outlet of RO permeate\nFor Sodium Hypochlorite dosing Pumps1 working + 1 standby pump with 1 no. HDPE dosing tank of suitable capacity. ( 1 Set)
2098	10.243	10.4.2.11 )1 No. Cartridge Filter at the outlet of RO permeate MOC- SS 316. ( 1 Set)
2099	10.244	10.4.2.12 )CIP system for RO consisting of CIP tank with motorised mixer, CIP pump, piping and hose pipes, flow indicator. All mounted on a movable trolley. \nCIP Tank: FRP, \nCIP pump 2 Nos. (1W+1S) SS 316, \n1 No. trolley MS with FRP coating.\n( 1 Set)
2100	10.245	10.4.2.13 )Dry Pit Pump if required of suitable capacity & head (2 Nos.)
2101	10.246	10.4.2.14 )Mechanical Ventilation system ( 1 Lot)
2102	10.247	10.4.2.15 )Providing and fixing all piping (as described below) and isolation control Ball / butterfly valves (Min. PN 10) of required sizes and numbers with all accessories, fittings, supports, clamps, double flanged flexicon rubber expansion joint with rubber gasket as per system pressure, nuts, bolts, washers, puddle flanges for all tanks, other flanges, NRV's, flow control valves, flow measurement device, SS 304 screen strainers at suction of clear water pumps, for making the system complete in all respects with anti corrosive protection. ( 1 Lot)
2103	10.248	Butterfly Valve : Cast Iron Wafer type butterfly valves (PN 10) as per IS:13095, with SS disc, SS shaft, SS seating rings, SS internal fastening, EPDM seat, CS external nuts-bolts.
2104	10.249	Ball Valve : Cast Iron Wafer type butterfly valves (PN 10) as per IS:13095, with SS disc, SS shaft, SS seating rings, SS internal fastening, EPDM seat, CS external nuts-bolts.
2105	10.25	Check Valve : Cast Iron body dual plate wafer type check valve (NRV) (PN 10) with SS disc, SS stem, EPDM seat, spring & pin, SS stem, SS internal fastening, CS external fastening.
2106	10.251	Interconnecting pipes with required pipe fittings, control valves, manual valves as per the system design, flange connections, gaskets,GI fasteners, pipe supports etc for making the system completed.
2107	10.252	GI Piping (Class 'B') : All piping after Raw Water tank.
2108	10.253	10.4.2.16 )Supply, Installation, Testing & Commissioning of Compartmentalised Electrical Control Panel (LV Switchgear / MCC) suitable for 415 V, 3 Phase, 4 wies, 50Hz, fabricated out of 16 SWG CRCA sheet steel, IP52, wall / floor mounting type.The panel shall have form 3b separation. Fault level shall be 50kA for 1 sec. The sheet steel shall undergo minimum nine tank treatment followed by finishing powder coating of min 60 micron thickness. The board includes removable gland plates, cable glands, including connection with outgoing feeders complete in all respect. The outgoings from the panel shall be suitable for all equipment's, various pumps, blowers with suitable capacity star delta / DOL starters, plant lighting, ventilation, treated water transfer pumps to horticulture and flushing system etc. Adequate size cable alley shall be provided for each cable bending & termination. \n( 1 Lot)
2109	10.254	The incoming MCCB shall be of Four Pole provided with microprocessor based with inbuilt O/L, S/C and with E/F protection. \nAll Outgoings MCCB's shall be of TPN with thermal-magnetic O/L & S/C release.
2110	10.255	All MCCB's shall be of Ics = 50 kA breaking capacity, Ics = 100% Icu, with rotary handle & pad locking arrangement, with adjustable O/L & S/C trip setting as per load requirement. All TP MCCB shall be with solid isolable neutral link. The breaking capacity specified is Ics value.
2111	10.256	Cyclic timers will be provided for all type of pumps for alternate working of stand by pumps.
2112	10.257	The fault withstanding capacity of panel shall be 50 KA rms for 1 sec.
2113	10.258	BUS BAR shall rated same as Incomer. 415 Volts, 3 phase 50 HZ TPN high conductivity electrolytic grade Aluminium bus bars of suitable length, insulated by heat shrinkable sleeves. \nThe current density for bus bar shall be minimum 0.70 sq mm / amp.
2114	10.259	The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should be restricted to 35 deg C above ambient temperature.
2115	10.26	The above board shall be complete with 3 nos. phase indicating lights, flush mounted Ammeter, Voltmeter, CT's, PT's, selector switches etc. at Incomer.
2116	10.261	Panel shall have necessary arrangement to operate the system manually. Only main power supply up to the STP.Panel shall be provided by the owner. All required items like water level controller Digital type level indicator with magnetic SS level probes for Filter feed tank & Treated Water Storage Tank , electrical wiring, armoured power and control cables between panel to various pumps & equipment's, cable terminations, double compression glands, double GI plate earthing with GI strips, GI perforated cable trays to carry power and control cables from panel to various equipment's including supports, with all accessories shall be quote separately as per item given in the BOQ.
2117	10.262	10.4.2.17 )The following pumps shall be controlled by the panel : (The ampere rating will be as per the final selection of equipment)
2118	10.263	Filter Feed Pumps - 2 Nos.
2119	10.264	Domestic Water Distribution Pumps (overhead transfer pump) - 2 Nos.
2120	10.265	RO Feed Pumps -2 nos.
2121	10.266	RO High Pressure Pumps -2 nos.
2122	10.267	Drinking Water Distribution Pumps (overhead transfer pump) - 2 nos.
2123	10.268	Dosing Pumps - 10 Nos.
2124	10.269	Mixer in Dosing tank- 3 No.
2125	10.27	RO System With CIP System
2126	10.271	10.4.2.18 )Lighting in Package areas. ( 1 Lot)
2127	10.272	10.4.2.19 )Spare Feeders. ( 1 Lot)
2128	10.273	10.4.2.20 )Supply & Laying of ISI marked Copper / Aluminium conductor, 1100V Grade, XLPE insulated, PVC inner sheath, armoured/unarmoured and FRLS PVC outer sheath as per IS 7098, for power supply to various pumps and equipment's from STP panel to respective equipment's. The job will include the supply and installation of lugs and double compression glands. ( 1 Lot)
2129	10.274	10.4.3 )G.I. EARTHING
2130	10.275	i) Providing and laying suitable dia G.I. wire on surface, in recess or in ground including connections for loop earthing as required. ( 1 Lot)
2131	10.276	ii) Providing & fixing suitable size G.I. strip on surface, in recess or in ground including connections etc. as required. ( 1 Lot)
2132	10.277	10.4.3.1 )Supply and erection of Perforated type cable trays made out of prefabricated Galvanized sheet steel of suitable sizes including tees, bends, crossings, reducers, couplings to be installed over head on wall or hanged from ceiling including all necessary supports, brackets at every 1500 mm c/c, grouting, levelling, suspension and fixing arrangements, dash fasteners, G.I. nuts & bolts complete in all respects. ( 1 Lot)
2133	10.278	10.4.3.2 )Supply of MS (hot dipped galvanized) puddle flanges as required to be provided (in the structural slab and wall ) of various diameters. Puddle flanges shall be provided for all the structural component of the WTP. The installation of the puddle flanges shall be carried out by the Civil Contractor in accordance to the Civil GA drawings ( to be prepared by the WTP contractor) at the required levels and position : under the supervision of the civil contractor. ( 1 Lot)
2134	10.279	10.4.3.3 )Supply, Installation, testing & commissioning of electro-magnetic type flow meter to be installed at \n1. At the discharge of Filter Feed Pumps\n2. At the outlet of Activated Carbon Filter\n3. At the outlet of Treated water transfer Pumps to distribute treated water for other purposes (Excluding Drinking)\n4. At the inlet of RO System\n(5 Nos.)
2135	10.28	10.4.3.4 )Differential Pressure Switch across cartridge filters and RO System (4 Nos.)
2136	10.281	10.4.3.5 )Level switches for all dosing tanks and CIP Tank ( 1 Lot)
2137	10.282	10.4.3.6 )Pressure switches for High Pressure Pump suction and discharge (2 Nos.)
2138	10.283	10.4.3.7 )Flow Transmitter on RO permeate and reject line (2 Nos.)
2139	10.284	10.4.3.8 )ORP meter at RO inlet (1 No.)
2140	10.285	10.4.3.9 )pH and Conductivity Transmitter on RO Permeate Line (1 No. Each)
2141	10.286	10.4.3.10 )pH and Conductivity Transmitter on RO Inlet Line (1 No. Each)
2142	10.287	10.4.3.11 )Pressure Transmitters for RO skid (3 Nos)
2143	10.288	10.4.3.12 )Level switch in Raw Water Tank (1 No.)
2144	10.289	10.4.3.13 )Level switch in Domestic Water Tank (1 No.)
2145	10.29	10.4.3.14 )Level switch in Drinking Water Tank (1 No.)
2146	10.291	10.4.3.15 )Dump valve, Auto Valve for RO System (1 Lot)
2147	10.292	10.4.3.16 )Pressure gauges (1 Lot)
2148	10.293	10.4.3.17 )If required, Instrument air compressor with an air receiver tank, air filter-dryer and air filter regulator along with instrument air piping and tubing for pneumatically operated valves. (1 Set)
2149	10.294	10.4.3.18 )PLC panel for RO system (1 Lot)
2150	10.295	10.4.3.19 )Energy meter Per MCC ( compatible with SCADA i.e. with RS485 communication protocol) (1 Lot)
2151	10.296	10.4.4 )ADDITIONAL ITEMS /OTHER WORKS / SYSTEM
2152	10.297	10.4.4.1 )Any other items, works, systems not specifically mentioned above but necessary for satisfactory performance of the system
2153	10.298	10.4.4.2 )Miscellaneous Items (1 Lot)
2154	10.299	10.5 )POTABLE, RECYCLED / NON-POTABLE WATER SUPPLY SYSTEM
2155	10.3	10.5.1 )Supplying, laying, jointing, testing and commissioning of UPVC pipes conforming to ASTM D-1785 for pipes schedule 80 and ASTM D-2467fittings of schedule 80 with all fittings like tees, elbows, bends, unions, coupling, reducer tees, collars etc. solvent cement of medium body IPS brand or equivalent including supporting on walls complete Pipe to be laid below ground level in trenches/direct buried up to required depth as per drawing. including excavation in all kind of soil, dewatering, making sand bed as per specification and PWD standards, backfilling, dewatering, ramming & removing the surplus excavated material and making good the same complete as required. Cost shall be inclusive of providing protection to pipe all round / haunches for road crossing as per specification and disposal of surplus soil from site. (Pipe dia mention in this section are clear internal pipe diameter and contractor has to select the pipe with dia nearest diameter to this) including excavation in ground and making Soil backfilling as per previous condition. pipes shall be run confirming to CPWD norms. complete as per Technical specification, approved method statement and drawings. (External water Supply : Domestic, Drinking, Flushing, Irrigation tapping)
2156	10.301	10.5.1.1 )80 mm OD. (up to the depth of 1.5 mtr)		1407	metre
2157	10.302	10.5.1.2 )100 mm OD. (up to the depth of 1.5 mtr)		988	metre
2158	10.303	10.5.2 )Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :\n
2159	10.304	10.5.2.1 )100 mm dia Ductile Iron Class K-7 pipes		52	metre
2160	10.305	10.5.3 )Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :
2161	10.306	10.5.3.1 )100 mm dia pipes		10	each
2162	10.307	10.5.4 )Providing and laying S&S CI standard specials such as tees bends collars tapers and caps etc suitable for flanged jointing as per IS : 1538.
2163	10.308	10.5.4.1 )Upto 300mm dia		1	quintal
2164	10.309	10.5.5 )Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
2165	10.31	10.5.5.1 )With common burnt clay F.P.S.(non modular) bricks of class designation 7.5		26	each
2166	10.311	10.5.6 )BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O- Ring PN 16 pressure rating for chilled water/hot eater circulation as specified
2167	10.312	10.5.6.1 )65 mm dia		12	each
2168	10.313	10.5.6.2 )80 mm dia		4	each
2169	10.314	10.5.6.3 )100 mm dia		10	each
2170	10.315	10.5.7 )Providing and laying non-pressure NP3 class socketed R.C.C. pipes (heavy duty) jointed with EPDM gasket (ISI marked) including testing of joints and checking and making good leakages wherever required complete as per directions of the Engineer.
2171	10.316	10.5.7.1 )200 mm dia (ID)		150	metre
2172	10.317	10.5.7.2 )300 mm dia (ID)		100	metre
2173	10.318	10.5.8 )Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
2174	10.319	10.5.8.1 )With common burnt clay F.P.S.(non modular) bricks of class designation 7.5\n		4	each
2175	10.32	10.5.9 )Providing and fixing enclosed type water meter (bulk type) confirming to IS:2373 and tested by Municipal Board complete with bolts,nuts, rubber insertions etc. (The tail piece if required will be paid separately)
2176	10.321	10.5.9.1 )100 mm dia nominal bore		4	each
2177	10.322	10.5.10 )Y - STRAINER of Ductile CI Body flanged ends with stainless steel strainer for chilled / hot water circulation including insulation as specified.
2178	10.323	10.5.10.1 )100mm dia		4	each
2179	11	11.0 )ROAD WORKS
2180	11.001	11.1 )Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres.		16201	sqm
2181	11.002	11.2 )Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).		3646	cum
2182	11.003	11.3 )Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineering- Charge.
2183	11.004	11.3.1 )With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30.		3106	cum
2184	11.005	11.4 )Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.		3389	cum
2185	11.006	11.5 )Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
2186	11.007	11.5.1 )With medium setting bitumen emulsion
2187	11.008	11.5.1.1 )On W.B.M / W.M.M. @ 0.4kg/sqm		8900	sqm
2188	11.009	11.6 )Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.
2189	11.01	11.6.1 )50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.		445	cum
2190	11.011	11.7 )Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
2191	11.012	11.7.1 )30 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.		267	cum
2192	11.013	11.8 )Painting road surface marking with adequate no's of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.
2193	11.014	11.8.1 )New work (Two or more coats)		614	sqm
2194	11.015	11.9 )Providing and laying in position cement concrete of specified grade excluding\nthe cost of cantering and shuttering - All work up to plinth level :
2195	11.016	11.9.1 )1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)		174	cum
2196	11.017	11.1 )Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).		223	cum
2197	11.018	11.11 )Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on kerb stones		1485	sqm
2198	12	12.0 )Landscaping
2199	12.001	12.1 )Landscape Works : Softscape
2200	12.002	12.1.1 )Excavation, Site Dressing and Land Modulation
2201	12.003	12.1.1.1 )Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).		24233	cum
2202	12.004	12.1.2 )Site Cleaning & Soil Restoration
2203	12.005	12.1.2.1 )Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.		40387	sqm
2204	12.006	12.1.2.2 )Removing good quality shrubs and trees and storing them in dry cement bags by utilising the excavated soil. Excavated shrubs and trees shall be stored till further instructions in an area stated as the nursery zone. Watering the same to achieve 100% survival.		1	each
2205	12.007	12.1.2.3 )Existing Topsoil to be excavated for restoration to a depth of 200 mm (not more than 400 mm) and separated from subsoil debris and stones larger than 50 mm diameter to be stockpiled to a height of 400 mm in designated area. Stockpiled topsoil to be protected from erosion during storage by installing earthen berms/solid walls/temporary grass plantation/covering with mulch/ plastic sheets. Stockpiled topsoil to be protected with sand bags/solid walled enclosures (2 feet high) on all sides for containment. Appropriate drainage channels to be dug around the storage area to prevent flooding of the top soil storage area as instructed by engineer in charge.		8078	cum
2206	12.008	12.1.3 )Rough Dressing
2207	12.009	12.1.3.1 )Rough dressing the trenched ground including breaking clods.		29511	sqm
2208	12.01	12.1.4 )Fine Dressing
2209	12.011	12.1.4.1 )Fine dressing of the ground.		29511	sqm
2210	12.012	12.1.4.2 )Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead up to 50 meter and lift up to 1.5 m complete as per direction of Officer-in-charge.		10	cum
2211	12.013	12.1.5 )Mixing and Spreading of Good Soil and Manure
2212	12.014	12.1.5.1 )Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).		6663	cum
2213	12.015	12.1.5.2 )Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge		6663	cum
2214	12.016	12.1.5.3 )Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :
2215	12.017	12.1.5.4 )Holes 90 cm dia, and 90 cm deep		631	each
2216	12.018	12.1.5.5 )Holes 60 cm dia, and 60 cm deep		750	each
2217	12.019	12.1.5.6 )Holes 45 cm dia, and 45 cm deep.		630	each
2218	12.02	12.1.5.7 )Excavation for raising Lawn on Soft surface: Excavating the ground to the depth of 30 cm removing excavated material from the site.		3820	sqm
2219	12.021	12.1.5.8 )Excavation for planting Hedges/ Edges/ Flower Beds on Soft surface: Excavating the ground to the depth of 30 cm removing excavated material from the site.		3440	sqm
2220	12.022	12.1.5.9 )Excavation for preparing Shrubbery on Soft surface: Excavating the ground for preparing Shrubbery in the earth / murum/ sand for a depth of 0.60 m		440	sqm
2221	12.023	12.1.5.10 )Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and levelling (cost of supplying earth and sludge or manure\nand mixing excluded).		6663	cum
2222	12.024	12.1.6 )Weeding
2223	12.025	12.1.6.1 )Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.		11911	sqm
2224	12.026	12.2 )Softscape Works and Plantation
2225	12.027	12.2.1 )Good Garden Soil
2226	12.028	Supplying and stacking of good earth at site including royalty and carriage complete (earth measured in stacks will be reduced by 20% for payment).		2400	cum
2227	12.029	12.2.2 )Cow Dung Manure
2228	12.03	Supplying and stacking of well decayed cow dung manure at site including and carriage complete (Cow dung manure measured in stacks will reduced by 8% for Payment).		1200	cum
2229	12.031	12.2.3 )Grassing
2230	12.032	12.2.3.1 )Grassing with selection No. 1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately).
2231	12.033	12.2.3.3 )With grass Turf / Carpet Grass		1280	sqm
2232	12.034	12.2.3.4 )Planting Doob grass, Cynadon dactylon at 50mm c/c		2330	sqm
2233	12.035	12.2.3.5 )Planting Jumping / Korian / Zoycia grass at 25mm c/c		210	sqm
2234	12.036	12.2.3.6 )Planting Cynadon dactylon in Grass Pavers		1720	sqm
2235	12.037	12.2.3.7 )Providing and planting good quality lawn suckers of Cynodon dactylon with necessary bed preparation over the restored soil beds on site and apply water to the mix for the period of two weeks, sowing the lawn suckers at 75mm c/c in staggered fashion wherever required, rolling the surface to have a uniform level to avoid water stagnancy and then maintaining the same till well established until the site is ready for soil reuse.		10770	sqm
2236	12.038	12.2.3.8 )Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (the good earth shall be paid for separately).		5540	sqm
2237	12.039	12.2.4 )Shrubs, Hedges, Shrubbery and Groundcover Plantation
2238	12.04	12.2.4.1 )Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately).		2859	cum
2239	12.041	12.2.4.2 )Planting Shrubs (Labour, transport and unloading) (Excluding cost of plant)		440	sqm
2240	12.042	12.2.4.3 )Planting Hedges, Shrubbery and Groundcovers (Labour, transport and unloading) (Excluding cost of plant)		3440	sqm
2241	12.043	12.2.4.4 )Duranta varigated		370	sqm
2242	12.044	12.2.4.5 )Lantana camara depressa		290	sqm
2243	12.045	12.2.4.6 )Lantana Yellow		750	sqm
2244	12.046	12.2.4.7 )Ixora parviflora		70	sqm
2245	12.047	12.2.4.8 )Wadelia trilobata		2400	sqm
2246	12.048	12.2.4.9 )Bougainvillea glabra		630	each
2247	12.049	12.2.4.10 )Nerium oleander dwarf		630	each
2248	12.05	12.2.4.11 )Thevetia nerifolia		120	each
2249	12.051	12.2.4 )Trees Plantation
2250	12.052	12.2.4.1 )Providing well grown trees with minimum average girth of 5 cm and minimum height of 1.5 M above finished level after plantation of specified variety , at desired location & at specified distances. Achieving finished grade level. Planting the tree with appropriate anchoring, levelling the top soil surface as specified after plantation, staking to balance the tree. Including transport to the site & planting , preparation of tree basin, watering & maintaining for 1 month after completion of plantation and replacement of casualties till 1 month.
2251	12.053	12.2.4.2 )Planting Tree (Labour, transport and unloading) (Excluding cost of plant)		688	each
2252	12.054	12.2.4.3 )Tree List: (Ht. At time of plantation: 1M-1.5M)
2253	12.055	12.2.4.4 )Albizia odoratissima		30	each
2254	12.056	12.2.4.5 )Bauhinia purpurea		50	each
2255	12.057	12.2.4.6 )Erythrina indica varigated		55	each
2256	12.058	12.2.4.7 )Grevillea robusta		67	each
2257	12.059	12.2.4.8 )Mimusops elengi		65	each
2258	12.06	12.2.4.9 )Plumeria alba		116	each
2259	12.061	12.2.4.10 )Crataeva religiosa		75	each
2260	12.062	12.2.4.11 )Millingtonia hortensis		55	each
2261	12.063	12.2.4.12 )Roystonea regia		5	each
2262	12.064	12.2.4.13 )Cycas Revoluta		73	each
2263	12.065	12.2.4.14 )Dypsis lutescens		19	each
2264	12.066	12.2.4.15 )Peltophorum pterocarpum		8	each
2265	12.067	12.2.4.16 )Cassia nodosa		20	each
2266	12.068	12.2.4.17 )Tabebuia rosea		4	each
2267	12.069	12.2.4.18 )Cassia siamea		4	each
2268	12.07	12.2.4.19 )Plumeria rubra		10	each
2269	12.071	12.2.4.20 )Nyctanthes arbor tristis		12	each
2270	12.072	12.2.4.21 )Saraca indica		9	each
2271	12.073	12.2.4.22 )Michelia champa		11	each
2272	12.074	12.3 )Irrigation System
2273	12.075	12.3.1 )Manual Irrigation
2274	12.076	Providing, Fixing, Testing & Commissioning of Manual pipe irrigation system with all necessary fittings, pumps and related civil works, including all labours, all complete		11911	sqm
2275	12.077	12.4 )Landscape Works : Hardscape
2276	12.078	12.4.1 )Leather finish Kota stone slab in various dimensions for outdoor flooring 25 mm thk
2277	12.079	Leather finish 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,\nincluding rubbing and polishing complete with base of cement mortar 1 : 4 (1\ncement : 4 coarse sand) (Slab thickness 25mm)		290	sqm
2278	12.08	12.4.2 )Mirror Polished Kota stone slab in various dimensions for outdoor flooring 25 mm thk
2279	12.081	Mirror Polished 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,\nincluding rubbing and polishing complete with base of cement mortar 1 : 4 (1cement : 4 coarse sand) (Slab thickness 25mm)		300	sqm
2280	12.082	12.4.3 )Unpolished Kota stone tiles for tile edging between plantation 25 mm thk
2281	12.083	Unpolished 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,\nincluding rubbing and polishing complete with base of cement mortar 1 : 4 (1\ncement : 4 coarse sand) (Slab thickness 25mm)		2000	metre
2282	12.084	12.4.4 )Mirror Polished Kota stone slab in various dimensions for outdoor Seating 40 mm thk
2283	12.085	Mirror Polished 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,\nincluding rubbing and polishing complete with base of cement mortar 1 : 4 (1\ncement : 4 coarse sand) (Slab thickness 40mm)		50	sqm
2284	12.086	12.4.5 )Cement concrete interlocking pavers with Gravel joint 60mm thk
2285	12.087	Providing & Fixing 60 mm thick unishape cement concrete interlocking pavers (monolithic-single layer precast concrete blocks manufactured in grey cement only) in red ( Terra Cotta) Black, Brown or any colour having average crusting strength 40 N/mm² with pigment @ 3% by weight of cement in the footpath, placed on uniformly graded river sand cushioning of average compacted thickness 25 mm properly compacted with mechanical compactor with required level. Filling crushed gravel (gravel dia not bigger than 10mm)in the cavity as per the paver design post complete installation and compaction. complete as specified and as directed by the Engineer.
2286	12.088	12.4.5.1 )Paver with Ash Grey colour		1000	sqm
2287	12.089	12.4.5.2 )Paver with Terracotta colour		2100	sqm
2288	12.09	12.4.5.3 )Paver with Brown colour		2110	sqm
2289	12.091	12.4.6 )Pre-cast cement concrete Grass pavers 60mm thk
2290	12.092	Providing and fixing at ground levels, pre cast cement concrete grass pavers as per drawing with M30 grade concrete (Min cement content 380 kg/cum) including providing, laying and fixing HYSD reinforcement of dia. 8 mm and spacing max 200 mm and setting in position over 50 mm thick sand layer etc complete as directed by Engineer.		1720	sqm
2291	12.093	13.0 )CRANE
2292	12.094	13.1 )Design, preparation of detailed drawings, supply of material, manufacture, testing, inspection at vendor's works, packing, forwarding, transportation, transit insurance, delivery at site, unloading, safe storage and handling at site, erection/installation, testing, commissioning at site and carrying out performance/acceptance tests for the following
2293	13	13.1.1 )EOT CRANE
2294	13.001	13.1.1.1 )EOT Crane, Capacity - 7.5 Tons along with LT Rails, VFDs, Bus bar conductors, associated power supply arrangement, accessories & as per details mentioned in Datasheets		1	each
2295	13.002	13.1.2 )EOT Crane, Capacity - 20 Tons along with LT Rails, VFDs, Bus bar conductors, associated power supply arrangement, accessories & as per details mentioned in Datasheets		1	each
2296	13.003	13.1.2 )JIB CRANES
2297	13.004	13.1.2.1 )Jib Crane, Capacity - 2 Tons along with VFDs, associated power supply arrangement, accessories & as per details mentioned in Datasheets		1	each
2298	13.005	13.1.3 )CHAIN PULLEY BLOCK
2299	13.006	13.1.3.1 )Trolley mounted Chain Pulley block, Capacity: 1 Ton as per details mentioned in Datasheet		5	each
2300	14	14.0 )ENVIRONMENTAL, SOCIAL, HEALTH AND SAFETY (ESHS)
2301	14.001	14.1 )Payment towards Complying ESHS requirements as per the ESHS Plan attached in tender specification, including conducting various trainings, conducting tests, maintaining permits etc complete. \nNotes: \n1) The Contractor shall submit the ESHS compliance report periodically as specified in bidding document and shall get it certified from project manager. Post certification, requisite towards ESHS compliance shall be released.\n2) In case of any noncompliance of the ESHS requirement, the said amount shall not be paid for corresponding month .\n3) This amount shall not be paid for any delayed duration while completing the milestones, when the delays are attributable to Contractor.		18	Month

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