Tender For S/Cpm-Me/306: Name Of Work: Construction Of Upsrtc Bus Terminals And Depots Near The Meerut South And Modi Puram Namo Bharat Stations, And Development Of Bus Shelters At Different Locations In Meerut, Along With Other Associated Works., Meerut-Uttar Pradesh

TDR : 55397664

Tender Notice
BOQ

27 Days Left

Meerut , Uttar Pradesh

Tender Brief : Tender For S/Cpm-Me/306: Name Of Work: Construction Of Upsrtc Bus Terminals And Depots Near The Meerut South And Modi Puram Namo Bharat Stations, And Development Of Bus Shelters At Different Locations In Meerut, Along With Other Associated Works.

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EMD
₹ 9166014.0 /-

Tender Value
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Submission Date
09-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	NATIONAL CAPITAL REGION TRANSPORT CORPORATION LTD. Bid No. DM/MS/CPM-ME/306: Name of Work: Construction of UPSRTC bus terminals and depots near the Meerut South and Modi Puram Namo Bharat stations, and development of bus shelters at different locations in Meerut, along with other associated works. Price Bid NATIONAL CAPITAL REGION TRANSPORT CORPORATION LTD Gatishakti Bhawan INA, New Delhi –110 023 Preamble Bid No. DM/MS/CPM-ME/306: Name of Work: Construction of UPSRTC bus terminals and depots near the Meerut South and Modi Puram Namo Bharat stations, and development of bus shelters at different locations in Meerut, along with other associated works. S.No. Description
2	The Price bid shall be read in conjunction with the Bidding Documents.
3	There are 2 Schedules in the Financial Bid as follows : (i) Schedule-A : (CIVIL, HORTICULTURE AND ELECTRICAL WORKS)(ii) Schedule-B : (CIVIL AND ELECTRICAL NDSR ITEMS) The bidder is required to quote a flat percentage \\"Excess\\" (+) / \\"Less\\" (-) / \\"At par\\" with respect to the Total amount of all the Schedules in the \\"BoQ1\\" Sheet and further discount if any may be Quoted in the \\"BOQ2\\" Sheet along with methodology of discount if any. The percentage quoted by the Bidder in \\"BoQ1\\" sheet and discount (if any) quoted by the Bidder in the \\"BoQ2\\" will be applied on the individual rate mentioned under Column \\"6\\" of each schedule, for the purpose of payment to the Contractor.
4	The quantities for various items provided in the Price Bid are estimated quantities and are given to provide a common basis for Bidding. During the execution of works, the same may vary based upon \\"Good for Construction\\" (GFC) drawings approved by the Engineer and as per the site conditions. The basis of the payment will be the actual quantities of the work executed and accepted by the Engineer or quantities as per the GFC drawings whichever is less and shall be paid /valued as per the accepted rates.
5	The quoted rates for various items are for completed and finished items of work complete in all respects. It will be deemed to include all the cost involved in the execution of the items and shall include all duties, taxes [except Goods and Service Tax (GST) and Custom Duty] royalties, cess, overheads, profit and other levies payable by the Bidder under the Contract, or for any other cause etc. The Bidder shall be required to consider this aspect while quoting rates. It shall include all general risks, liabilities and obligations set out or implied in the Contract shall and including remedy of any defects during the Defect Liability Period, unless otherwise provided in the Contract. The whole cost of complying with the provisions of the Contract shall be deemed to have been included in the quoted rates GST as prevalent will be paid extra.
6	Bidder may please note that to perform this contract. nothing extra shall be payable on account of field constraints, non-availability of uninterrupted front, cost of project management, monitoring, coordination and supervision, cost of adhering to quality requirements (QA/QC), cost of adhering to SHE requirements, cost of preparing drawings and documents, as-built records and documentation, preparation of detailed scheme for taking necessary clearance and approval from the concerned authority and other local bodies etc.
7	Income Tax and any other statutory taxes to be deducted at source will be deducted by the Employer from the due payments of the contractor in accordance with the prevailing rules in force.
8	Bidder should not tamper the Price Bid. If the Price Bid is found to be modified by the bidder, then the same will be treated as incomplete and non-responsive and may result in the rejection of the Bid.
9	Method of Quoting the Price in the Price Bid The Price Bid is in Excel Format and the Quoting the Price in the Price Bid should be as Follows: (i) Whole Excel Worksheet is Locked except the Cells which are highlighted in Blue. (ii) Bidders are required to fill these cells which are highlighted in Blue only. (iii) Bidder is required to quote a flat percentage Excess/Less/At par on 'Total Amount of all the Schedules' in \\"BOQ1'' Sheet of Price Bid and further discount if any in BOQ2 of Price Bid along with methodolodgy of discount if any. (iv) All 'blanks' in the Pricing Document, where the Bidder is permitted to quote shall be filled in. (v) If some % is quoted inspite of marking 'At par' that % will not be considered and it will be taken as \\"At par\\" on basic amount. Failure to quote the % in case of excess or less for the \\"Total amount of Schedule shall be treated as \\"At Par\\" and shall be evaluated accordingly. (vi) Bidder is required to quote Rates in INR only.
10	Errors will be corrected by the Employer for any arithmetic errors in computation or summation as per contract conditions.
11	For Calculation of rates (excluding GST) of DSR 2023 items, following Methodology issued by CPWD vide Office Memorendum (OM) dated 08.08.2024 have been adopted: As per CPWD OM the rates of individual items of DSR 2023 has been multiply with correction factor on account of GST @ 0.973 to the existing rate of DSR 2023 item in order to achieve modified DSR rate and then reduced the corrected rate by 18% for making DSR item excluding GST.Note: The above Methodology shall be applicable for calculating the rate of Individual Items of DSR 2023 in Schedule A and items executed under Any DSR items in Schedule A (to be executed under Lump Sum amount). Based on the above Methodology and price quoted by the bidder payment shall be made for the individual items of DSR 2023 and items executed under Lump Sum amount of DSR 2023 in Schedule A.
12	Sch-A ( Sub sch. 1- Civil work)
13	Sch-A ( Sub sch. 2- Horticulture works.)
14	Sch-A (Sub-sch. 3 -E&M works)
15	Sch-B (Sub sch. 1,NDSR CIVIL)
16	Sch-B (Sub sch. 2,NDSR Electrical)
17	Total Amount of Schedules.(Excluding GST)
18	Total amount of schedule Letter of Price Bid Bid No.: DM/MS/CPM-ME/306 To National Capital Region Transport Corportation Limited GatiShakti Bhawan,INA, New Delhi- 110023 We, the undersigned, declare that: (a) We have examined and have no reservations to the Bidding Documents, including Addenda issued in accordance with Instructions to Bidders (ITB) 8. (b) We offer to execute in conformity with the Bidding Documents and the Technical Bid submitted for the following Works: Name of Work: Bid No. DM/MS/CPM-ME/306: Name of Work: Construction of UPSRTC bus terminals and depots near the Meerut South and Modi Puram Namo Bharat stations, and development of bus shelters at different locations in Meerut, along with other associated works. (c) The total price of our Bid, excluding any discounts offered in item (d) below is: [amount in INR in figures] 0.0 DISCOUNT (IN %age ) Discount methodology (d) The discounts offered and the methodology for their application indicated in BoQ2 sheet are:- 0.0 0.0 Discount Amount 0.0 (e) The total price of our Bid, including discounts offered in item (d) above is: [Amount in INR in figures] 0.0 [Amount in INR in words] INR Zero Only (f) (g) If our Bid is accepted, we commit to obtain a performance security in accordance with the Bidding Documents. (h) We understand that this bid, together with your written acceptance thereof included in your notification of award, shall constitute a binding contract between us, until a formal contract is prepared and executed. (i) We understand that you are not bound to accept the lowest evaluated bid or any other bid that you may receive. Name of the authorized representative of the bidder Desiganation of the authorized representative Name of the Bidder/ Bidding Firm / Company : 0.0 Date: (DD/MM/YYYY)
19	Banking excavated earth by mechanical / manual means in layers notexceeding 20 cm in depth, breaking clods, watering, rolling each layerwith ½ tonne roller, or wooden or steel rammers, and rolling every 3rdand top-most layer with power roller of minimum 8 tonnes and dressingup, in embankments for roads, flood banks, marginal banks, and guidebanks etc., lead upto 50 m and for all lift :
20	All kinds of soil
21	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 stacking of serviceable material and disposal of unserviceable material.
22	Beyond 30 cm girth upto and including 60 cm girth
23	2.33.2 Beyond 60 cm girth upto and including 120 cm girth
24	2.33.3 Beyond 120 cm girth upto and including 240 cm girth
25	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and sapling etc. and removal of rubbish disposal at as per direction of Engineer-in-Charge.
26	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means including getting out and disposal of excavated earth, disposal at as per direction of Engineer-in-Charge. All kinds of soil.
27	Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. Ordinary or hard rock.All kinds of soil
28	Excavating trenches of required width for pipes, etc including excavation for sockets and dressing of sides, ramming of bottoms, depth up to 1.50m including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc disposal of excavated earth, disposal at as per direction of Engineer-in-Charge. All kinds of soil.Pipes etc. up to 300mm dia.
29	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, as per direction of Engineer-in-Charge.
30	Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
31	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
32	Supplying and filling in plinth with sand/ M-sand/Quarry Dust under floors, including watering, ramming, consolidating and dressing complete.
33	Excavating, supplying and filling of local good earth (including royalty) by mechanical transport at all leads and lifts also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Sub-Head- II- Concrete & R.C.C Work
34	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
35	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
36	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
37	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
38	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
39	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. Sub-Head- III- RCC Work
40	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing,finishing carriage for all leads; but excluding the cost of centering, shuttering and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:. All works up to plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum.
41	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing,finishing,carriage for all leads; but excluding the cost of centering, shuttering and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:. All works above plinth level up to floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum.
42	Centering and shuttering including strutting, propping etc. and removal of form for :
43	Foundations, footings, bases of columns, etc. for mass concrete
44	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
45	Suspended floors, roofs, landings, balconies and access platform
46	Lintels(exceeding 1.5 m clear span) , beams, plinth beams, girders, bressumers and cantilevers.
47	Columns, Pillars, Piers, Abutments, Posts and Struts
48	Stairs, (excluding landings) except spiral-staircases
49	Shelves (Cast in situ)
50	Weather shades, chajjas, corbels etc. including edges.
51	Small lintels not exceeding 1.5 m clear span, mouldings as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.
52	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
53	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more. Sub-Head- IV- Brick Work
54	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
55	Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 100/125/150mm to 300 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) 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 Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). Sub-Head- V- Stone work
56	Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.Red sand stone
57	Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge.
58	Providing and fixing 18 mm thick gang saw cut, mirror polished and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias, lift entrance, steps riser & Treads 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. Granite of colour black, Cherry/Ruby red or as approved.
59	Area of slab upto 0.50 sqm
60	Area of slab over 0.50 sqm
61	Providing edge moulding to 18 mm thick marble/granite stone counters, Vanities, steps etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work
62	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.
63	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. Granite Stone of approved shade Sub-Head- VII- Wood & PVC work
64	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ clerestory windows & desertory other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge.Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
65	Frame size 65 x 100 mm
66	Frame size 45 x 85 mm
67	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/ mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinge shall be paid separately).
68	35 mm thick
69	30 mm thick
70	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete :
71	125x64x2.50 mm
72	100x60x2.50 mm
73	Providing and fixing 12mm thick frameless toughened glassdoor shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor 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 etc. to be paid separately)
74	Providing and fixing bright finished brass tower bolts ( barrel type ) with necessary screws etc complete.
75	250 x 10mm
76	150 x 10mm
77	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.
78	Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
79	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 upto 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. With stainless steel cover plate minimum 1.25 mm thickness
80	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.
81	Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all comers, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineersin Charge.Wire mesh/Glazing of plain/ toughened/ laminated/ double glass unit with/without high performance coatings as per design requirements and conforming to 15: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for fil Sites with basis wind speed Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for:(i) Sites with basic wind speed> 45m /sec as per IS 875 Part 3 (ii) Sites with structure height more than 20m for all wind speeds make Fenesta/NCL Veka/Saintgobin.
82	Fixed window / ventilator with mullion / transom. Using R4 series with frame (64 mm & above ) x (50 mm & above) & mullion (64 mm & above) x (70 mm & above). (Height above 2.5 metre)
83	Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m). make Fenesta/NCL Veka/Saintgobin.
84	Providing and fixing glazing in Upvc/PVC/aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineering- charge. With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
85	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
86	Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading Sub-Head-VII- Steel Work
87	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.80x1.25 mm M.S. laths with 1.25 mm thick top cover
88	Providing and fixing ball bearing for rolling shutters
89	Extra for providing mechanical device chain and crank operation for operating rolling shutters Exceeding 10.00 sqm and upto 16.80 sqm in the area
90	Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
91	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.Hot finished seamless type tubes
92	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
93	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer
94	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.
95	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 necessary stainless steel nuts and bolts complete, i/c fixing the railing 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
96	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
97	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m 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 to 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 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
98	Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means (Free flowing /pump),curing etc. Complete as per directions of Engineer-in-charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shear keys / Joints of precast members Sub-Head- VIII- Flooring
99	62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
100	Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Light shade pigment using white cement
101	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
102	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) :25 mm thick
103	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 complete
104	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
105	Extra for Kota stone/ sand stone in treads of steps and risers using single length above normal size up to 2.00 metre.
106	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 :Udaipur green marble
107	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.
108	Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
109	Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red
110	Providing and laying full body vitrified tile in floor of minimum thickness 15 mm with water absorption less than 0.06% and conforming to IS:15622, of approved make, brand and manufacturer, laid on 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.30 kg / sqm including grouting the joints with white cement and matching pigments etc. The slab must be cut with the zero chipping diamond cutter only. Laying of slab will be done with the help of notch trowel, wedge, clips of required thickness, vacuum cups for lifting, leveling system and rubber mallet for placing the slab gently and easily. Size of tile 800x2400 mm of all colours and shades.
111	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer ), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
112	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily.
113	For Toilet /Pantry /Dado wall Glazed vitrified floor tiles polished finish of Size of Tile 600 x 1200 mm
114	Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm
115	Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting ,pvc spacers fixing and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm Sub-Head- IX- Roofing
116	Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). 12.65.6 0.91mm Aluminium color coated profile with center to center pitch of 175 mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile width of 1144mm, cover width 1050mm.
117	Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete :
118	Precoated/mill finish aluminium Flashings/ Aprons (Upto 600 mm)
119	Precoated/mill finish aluminium North light curves
120	Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8 mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.2 mm thick flat
121	Providing and fixing false ceiling at all heights 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 50 mm long with 6 mm 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 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsumboard 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, 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 upto 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, cutouts 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 : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)
122	Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33 mm thick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and secondaryintermediate cross-T of size 24x32 mm of length 600 mm to formgrid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6 mm fixed with grid and Z cleat of size 25x37x25x1.6 mm thick with precut hole on both 25 mm flange to pierce into 12x50 mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphey wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directionsof the Engineer-in-Charge. With 15 mm thick Tegular edged light weight calcium sliciate false ceiling tiles
123	Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design In 75x75 mm deep chase
124	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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
125	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, (i) Single socketed pipes. 110 mm diameter
126	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Single tee with door 110 mm
127	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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 Shoe (Plain) 110 mm
128	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 and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
129	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. Sub-Head-X- Finishing
130	12 mm cement plaster of mix : 1 :6 (1 cement: 6 coarse sand)
131	15 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
132	6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
133	6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
134	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.
135	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
136	Wall painting with acrylic emulsion paint, 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.Two coat
137	Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
138	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work EXTERNAL FAÇADE CLADDING
139	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 strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, 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. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) 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. Coloured 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.
140	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: (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: (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 fixing 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(REFER DSR-2023 FOR DETAILED SPECIFICATIONS
141	Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty 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 Archi-tectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge.
142	Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, 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 curtain wall withaluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , 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. However, for the purpose of payment, only the actual area on the external face of the curtainwall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
143	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.
144	Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles of height 259/ 309/ 409mm and lengthof 1190 mm of approved texture,design and pattern having Flexural Strength/ Modulus of Rupture of ? 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting aluminium framework (Alloy 6063 T5/T6) consisting of vertical 'T' (for intermediates)/ 'L' (for ends/ termination)/ Tubular sections (at corners)of size 80x60x2mm / 40x60x2mm/ 40x40x2mm respectively, spaced at maximum spacing of 1200mm c/c matching to the tile vertical grid, and horizontal aluminium 'C'-clamps of size 56x34x2 mm thickness of length 150mm at junction of tiles and of length 75mm at wall ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers.The vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip-galvanized) steel Lbrackets (galvanizing thickness of minimum 80 microns) of size 110x80x6 mm at intermediate vertical aluminium profiles and of size 220x110x12 mmat outer corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon sleeve 100mm long (for brick work) and M8 expansion anchor fasteners 75mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation.The brackets shall be of length 175mm at junction of two vertical aluminium profiles and of length 100mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25 mm with EPDM washers.“EPDM gaskets to be fixed in between brackets and vertical profiles. The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be mounted on the Cclamps with EPDM profiles in between such that the tiles are supported at top and bottom at both ends. The vertical joint open groove between two adjacent tiles shall be 10mm. The tiles and system shall be designed to resist wind load as per IS 875 (Part 3) according to different zones. The tiles shall be installed using theventilated rain screen principle with provision for natural ventilation of the space between the façade tiles and the structural wall. The work shall be carried out as per specification, drawing and as per direction of the Engineer-in-Charge.Note : Scaffolding wherever required to be paid separately.With 24mm thickness (+/- 10%) terracotta tiles of other than grey colors
145	Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium corbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives(maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/ moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In- Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately Sub-Head-XIII- Water Proofing
146	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: a) 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. 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 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 surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing 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 300x300 mm square 3 mm deep. 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-Charge: With average thickness of 120mm and minimum thickness at khurra as 65 mm.
147	Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Sub-Head-IX- DISMANTLING WORK
148	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
149	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.
150	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
151	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
152	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
153	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid.
154	Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
155	Providing and fixing wash basin with CI brackets,15mm C.P. brass pillar taps, 32mm CP brass waste of standard pattern, including painting of fittings & brackets,cutting and making good the walls wherever required. White Vitreous china wash basin size 630x450 mm with a pair of 15mm CP brass pillar taps.
156	Providing and fixing Stainless Steel A ISI 304 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 :Kitchen sink with drain board 510x1040 mm bowl depth 250 mm. CP BRASS FITTINGS
157	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards.15 mm nominal bore
158	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore
159	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge including the connection of the same up to the waste pipe on floor.
160	Providing and fixing PTMT 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.
161	Providing and fixing toilet paper holder : C.P. brass
162	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. WATER SUPPLY
163	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and 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. Concealed work, including cutting chases and making good the walls etc.
164	15mm nominal outer dia pipes.
165	20mm nominal outer dia pipes.
166	25 mm nominal outer dia pipes.
167	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 testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
168	32 mm nominal outer dia pipes.
169	40 mm nominal bore
170	50 mm nominal bore
171	Providing material and labour for fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
172	25 mm nominal bore
173	40 mm nominal bore
174	50 mm nominal bore
175	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore
176	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore
177	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
178	Supplying and stacking at site.
179	Good earth
180	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 earthwith lead upto 50 metres.
181	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 paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
182	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 Engineer-in Charge.16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
183	Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge
184	Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess / less cement used as per design mix is payable / recoverable separately
185	Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsion
186	On W.B.M / W.M.M. @ 0.4kg/sqm
187	On bituminous surface @ 0.25kg/sqm
188	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 equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen ofgrade VG-30 @ 5% (percentage by weight of total mix) andlime filler @ 2% (percentage by weight of Aggregate) preparedin Drum Type Hot Mix Plant of 60-90 TPH capacity.
189	Providing and laying Bituminous concrete using crushed stone aggregatesof specified grading, premixed with bituminous binder and filler,transporting the hot mix to work site by tippers, laying with paver finisher equiped 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.40/50 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 drumType Hot Mix Plant of 60-90 TPH capacity.
190	16.87 Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm.
191	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.
192	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).
193	Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats)
194	Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.New work (Two or more coats)
195	Providing and applying 2.5 mm thick road marking strips (retroreflective)of specified shade/ colour using hot thermoplastic materialby fully/ semi automatic thermoplastic paint applicator machine fittedwith profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater, driven by experienced operator on road surfaceincluding cost of material, labour, T&P, cleaning the road surface ofall dirt, seals, oil, grease and foreign material etc. complete as perdirection of Engineer-in-charge and accordance with applicablespecifications.
196	Providing and fixing Glow studs of size 100x20 mm made of heavyduty body shall be moulded ASA (Acrylic styrene Acryloretrite ) orHIP (High impact polystyrene) or ABS having electronically weldedmicro- prismatic lens with abrasion resistant coating as approved byEngineer in charge. The glow stud shall support a load of 13635 kg Tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels onboth sides with at least 12 cm of reflective area up each side. Theluminance intensity should be as per the specification and shall betested as described in ASTM I: 809 as recommended in BS: 873part 4 : 1973. The studs shall be fixed to the Road surface using theadhesive conforming to IS, as per procedure recommended by themanufacturer complete and as per direction of Engineer-in-charge
197	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualityRectangular shape 600x450 mm internal dimensions
198	Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction ofEngineer-in-charge.
199	Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
200	Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm
201	Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.
202	Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. EXTERNAL DRAINAGE
203	Providing and fixing square-mouth S.W. gully trap grade 'A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 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 150 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks
204	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1;2 (1 cement : 2 fine sand) including testing of joints, connecting rcc pipes with manhole/chamber etc. All complete:
205	150 mm dia. R.C.C. pipe
206	250 mm dia. R.C.C. pipe
207	300 mm dia. R.C.C. pipe
208	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
209	450 mm dia RCC pipes
210	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round SW/ RCC pipes including bed concrete as per standard design:
211	150 mm diameter SW/RCC pipe
212	250 mm diameter SW/RCC pipe
213	300 mm diameter SW/RCC pipe
214	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design 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) : With common burnt clay F.P.S. (non modular)bricks of class designation 7.5
215	Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
216	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualityRectangular shape 600x450 mm internaldimensions
217	Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete
218	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
219	80 mm dia nominal bore
220	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.32 mm dia nominal bore
221	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :50 to 80 mm nominal bore
222	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 mmx25 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 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. RAIN WATER HARVESTING
223	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia
224	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.150 mm nominal size dia
225	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia
226	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
227	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin-charge
228	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
229	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge
230	Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :Beyond 12 m and up to 18 m depth
231	Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.
232	Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin- Charge.(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
233	GRAND TOTAL (excluding GST@18%) NATIONAL CAPITAL REGION TRANSPORT CORPORATION Bid No. DM/MS/CPM-ME/306: Name of Work: Construction of UPSRTC bus terminals and depots near the Meerut South and Modi Puram Namo Bharat stations, and development of bus shelters at different locations in Meerut, along with other associated works. Bill of Quantities (BOQ) Sub-Schedule-2 of SCH-A (HORTICULTURE WORK) S.NO. DSR-25 SUB-HEAD(ITEM WISE) UNIT Quantity DSR-2025 RATE (Excl. GST@18%) GST) Amount (Rs.)Excluding GST @18%
234	12.1.1
235	12.1.2
236	12.1.3
237	2.57.2
238	2.57.3
239	Sub-Schedule-2 of SCH-A (HORTICULTURE WORK) TOTAL (Including GST@18%) 2288171.27 GST@18% 411870.83 TOTAL OF SCHEDULE-2 (HORTICULTURE WORK) (Excluding GST@18%) 1876300.44 NATIONAL CAPITAL REGION TRANSPORT CORPORATION Bid No. DM/MS/CPM-ME/306: Name of Work: Construction of UPSRTC bus terminals and depots near the Meerut South and Modi Puram Namo Bharat stations, and development of bus shelters at different locations in Meerut, along with other associated works. Bill of Quantities (BOQ) Sub-Schedule-3 of SCH-A (ELECTRICAL WORK) S. No. DSR 2025 Item no. Item Description Unit Quantity DSR 2025 Rate (Excluding GST @ 18%) Amount (Rs.)Excluding GST
240	1.10.3
241	1.55.3
242	1.11 6A SWITCH & SOCKET 0.0
243	1.14.1
244	1.14.2
245	8.7.12
246	8.2.3 0.0
247	8.2.4
248	8.9 Supplying, Installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 °C to 40 °C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10%, P. F.≥0.95, IP20, CRI >80, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K(As per ANSI Bin), SDCM(Standard Deviation 0.0 Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). 0.0 powder Coated CRCA Sheet Body (Thickness > 0.50 mm) 0.0
249	8.9.6
250	9.2.3
251	1.14.3
252	1.14.4
253	1.14.5
254	1.14.6
255	1.14.10
256	1.14.11
257	2.5.1
258	2.5.2
259	2.2.1
260	2.3.2
261	2.3.3
262	2.4.1
263	2.4.2
264	2.4.3
265	2.10.1
266	2.12.1
267	2.13.2
268	2.14.1
269	2.14.2
270	2.14.3
271	4.1.1
272	4.1.2
273	4.1.4
274	4.2.1
275	4.2.2
276	4.2.4
277	4.3.1
278	4.3.2
279	4.3.4
280	4.4.1
281	4.4.2
282	4.4.4
283	4.5.1
284	4.5.2
285	4.5.4
286	1.27.1
287	1.21.2
288	1.18.2
289	1.24.6
290	39.17
291	39.17.1
292	1.22.2
293	1.22.5
294	27.1 b) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal as required. 0.0 (c) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-12615: 2018. 0.0 (d) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. 0.0 (e)Suitable cement concrete foundation duly plastered with anti vibration pads 0.0 Note: *The head of the pump is selected in a manner so as to give a minimum 3.5Kgf/cm2 pressure at the highest/farthest point. 0.0
295	27.1.7
296	27.2 (b) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal as required. 0.0 (c) Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12/24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. 0.0 (d) M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. 0.0 (e) Suitable cement concrete foundation duly plastered and with anti vibration pads. 0.0 Note: *The head of the pump is selected in a manner so as to give a minimum 3.5Kgf/cm2 pressure at the highest/farthest point. 0.0
297	27.2.7
298	27.3 (b) Horizintal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechnical seal as required 0.0 ( c ) Suitable HP Squirell cage induction motor , TEFC, type Suitable for operation on 415 volts, 3 phase 50 Hz , AC supply with IP 55 Class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation , conforming to IS - 12615 :2018 0.0 (d) M.S. fabricated Common base plate , coupling , coupling guard, foundation bolts etc. as required. 0.0 (e) Suitable cement concrete foundation duly plastered with anti vibration pads. 0.0
299	27.3.1
300	27.5 27.5.1 INCOMING 0.0
301	27.4.2
302	27.5.1 250A, 50kA 4 Pole MCCB, Ics=100% Icu rating Digital Voltmeter 0-500V with selector switch Digital Ammeter (0-250 A) with selector swtich & CTs etc.LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 300AOUTGOING( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)Main Fire Pump125 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 60 HP pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.Jockey Pump63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.DIESEL ENGINE CONTROLControl for diesel engine comprising - Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual modeIndicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indicationBattery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0 20 A DC AmmeterAll standard relays and accessories for automatic operation of diesel engineSystem ControllerDesigning, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification 0.0
303	27.6.1
304	27.6.2
305	27.7`
306	27.7.4
307	27.7.6
308	27.7.7
309	27.7.8
310	27.7.9
311	27.11
312	27.11.2
313	27.11.4
314	27.11.5
315	27.11.6
316	27.11.7
317	27.14
318	27..14.4
319	27..14.5
320	27..14.7
321	27..14.8
322	27..15
323	27..15.2
324	27.22
325	27.16
326	27.16.1
327	27.10.1
328	27.17 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type-2 as per IS 12585 0.0 20 mm nominal internal dia Gun metal globe valve & nozzle. 0.0 Drum and brackets for fixing the equipments on Wall. 0.0 Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 0.0
329	27.17.2
330	27.18
331	27.18.1
332	27.19
333	27.19.1
334	27.19.2
335	27.19.3
336	27.21
337	27.21.1
338	27.21.2
339	27.21.3
340	27.21.4
341	27.22
342	27.23
343	27.23.1
344	27.23.2
345	27.24
346	27.24.1
347	27.24.2
348	27.25
349	27.25.1
350	27.25.2
351	27.25.3
352	27.25.4
353	28.1.1
354	28.1.2
355	28.1.3
356	28.1.4
357	28.1.6
358	28.1.8
359	28.1.9
360	28.1.9.1
361	28.1.11
362	28.5.1
363	28.5.2
364	29.1 (A) Diesel Engine:Tourbocharged Diesel engine 4 stroke water cooled, multi cylinder, dynamically balanced fly wheel, electric start of suitable BHP at 1500 RPM suitable for above output of alternator at 40 0C, 50% RH & at 1000 Meter MSL , capable of taking 10% over loading for one hour after 12 hours of continuous operation. The engine will be with Electronic governor, Dry type Air filter with service indicator, first filling of engine fuel (after commissioning) lubricating Oil, Coolant and other consumables complete with all the required accessories, the Electronic governor shall be as per ISO 8528.The engine shall comply to the latest CPCB norms (CPCB IV + or better) and Conforming to BS 5514, BS 649, IS 10000, IS 10002, IS 13018 and asper CPWD specifications. 0.0 (B) Engine mounted Instrument Panel fitted with and having digital dis Plate for following: 0.0 (i) Start-stop switch with key(ii) Water temperature indication(iii) Lubrication oil pressure indication(iv) Lubrication oil temperature indication(v) Battery charging indication and Voltage indication(vi) RPM indication(vii) Over speed indication(viii) Low lubricantion Oil trip indication(ix) Engine Running Hours indication(x) Fuel Level 0.0 C) Alternator: 0.0 Synchronous alternator rated of appropriate KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 0C, 50% RH & at 1000 Meter MSL. The alternator shall be having Screen Protected Drip Proof (SPDP) enclosure IP23, brushless, continuous duty, dynamically balanced rotor, capable of taking 10% over loading for one hour after 12 hours of continuous operation, self cooled,self-excited and self-regulated through AVR conforming to IS13364(Part 2)/IS: 4722/BS 2613 suitable for tropical conditions and with class- H insulation 0.0 (D) Base Frame & Foundation: 0.0 Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer. 0.0 (E) FUEL TANK: 0.0 Daily service fuel tank of suitable liters capacity as per CPWD Specifications, fabricated out of 3 mm thick (D) Base Frame & Foundation:Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer.. 0.0 M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class ‘C’ pipes of suitable dia. Complete with valves, level indications & accessories as required as per specifications. 0.0 (F) Exhaust System: 0.0 Dry exhaust manifold with hospital type exhaust silencer and catalytic convertor. 0.0 (G) Starting System: 0.0 12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable numbers of batteries (180 AH capacity lead acid SMF type) as required as per specifications. The battery shall be housed inside the acoustic enclosure of DG Set 0.0 H) Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air in to the atmosphere and the temperature rise inside the enclosure, noise level outside enclosure. The acoustic enclosure should be suitable for cable connection/connection through bus-trunking. Such arrangements on acoustic enclosure should be water proof & dust-proof conforming to IP-65 protection. The enclosure shall be as per CPCB IV + or better norms etc. and as per CPWD specifications. 0.0 I) AMF Panel:Free standing floor mounted IP 42 automatic mains failure control panel including auto by-pass, suitable for KVA as below for silent type DG set complete with relays, timers, set of CTs for metering & protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, Kilo Volt Ampere Reative Hour (KVARH), KVA (Phase & Total), KW & provision for overload, short circuit, restricted earth fault, under frequency, power (aluminium) and control (copper ) cabling of suitable size upto 15 meter between AMF panel, LT Panel and DG Set including connection interconnection etc. as required, all complete and inter locking and communication/ Ethernet /RS485/SNMP port open protocol for BMS integration including suitable software, the panel shall be of DG Set OEM make etc. as per approved by Engineering in charge and including the following: 0.0 1. Suitable numbers and appropriate capacity 4 pole motorised electrically operated draw out with cradle type 3 position ACB/ MCCB with electronic release for O/C & E/F and shunt trip. 0.0 2. Auto/Manual/Test/Off selector switch 0.0 3. Protection for under and over voltage phase reversal (2 nos Over voltage relay, 2 Nos. reverse power relay and 2 Nos. under voltage relay). 0.0 4. 3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA class-I for metering 0.0 5. Energy analyser unit to indicate current, Voltage( L- N & L_L), kW, kVA (Phase & Total), Frequency, KWH, PF. 0.0 6. LED Indicating lamps for load on mains and load on set 0.0 7. Fuse/ MCB for instruments 0.0 8. Battery charger, complete with transformer/ rectifier, 0.0 D.C. voltmeter and ammeter, selector switch for trickle, off and boost and current adjustment. 0.0 9. Main supply failure monitor 0.0 10. Supply failure timer 0.0 11. Restoration timer 0.0 12. Control unit with three impulse automatic engine start/stop and failure to start lockout. 0.0 13. Impulse counter with locking and reset facility. 0.0 14. ON/OFF/Control circuit switch with indicator 0.0 15. Audio/Video annunciation for 0.0 (i) High water temperature 0.0 (ii) Low lubricating oil pressure 0.0 (iii) Engine over speed 0.0 (iv) Engine fails to start 0.0 (v) Full load/maximum load warning 0.0 16. Protection for over/under Frequency, Loss of AC sensing, Over Current, Unbalancing load with suitable number of relays and accessories 0.0 17. Maintenance notification based on Engine Run Hour & due date. 0.0 18. Load Management through PLC to achieve auto opening and closing of incomer breakers, bus coupler switching of essential panel , interlocking providing signal to AMF Panel for load status and AMF shall give command to DG Set to auto start / auto stop depending upon load status and requirement etc. and necessary hardware and software required to perform the operation shall be provided by the contractor including all control wiring 0.0
365	29.1.11
366	29.1.9
367	24.9 transformer should have QR code which should contain drawing, test report OEM manual,Geo- Tag of manufacturing location etc. Marking Each transformer shall be provided with rating plate made of anodized aluminium/ stainless steel material securely fixed on the outer body, easily accessible, as per IS: 1180 Part-3. The entries on the rating plate shall be indelibly marked.Fitting and Accessories : The following fittings shall be provided:- a) Two earthing terminals with the earthing symbol b) Oil level gauge indicating oil level at minimum, 30°C and maximum operating temperature; c) Air release device (for non-sealed type transformers) d) Rating and terminal marking plates; e) Silica gel breather f) Drain-cum-sampling valve (¾″ nominal size thread, IS 554) preferably steel with plug for three phase transformers; g) Thermometer pocket with cap; h) Oil filling holes having (1¼″ nominal size thread) with cover (for sealed type transformers without conservator); i) Lifting lugs for the complete transformer as well as for core and winding assembly; j) Pressure relief device or explosion vent above 200 kVA; k) One filter valve on the upper side of the tank (for transformers above 200 kVA); l) Unidirectional flat rollers (for transformers above 200 kVA); m) Inspection hole (for transformers above 200 kVA); n) HV side neutral grounding strip (where one of the HV bushing terminal is connected to earth); o) Buchholz relay for transformers above 800 kVA. p) Arcing horns or suitable rating lightning arrestors for HT side – 3 Nos. q) Bird guard; r) Oil temperature indicator and winding temperature indicators for transformers above 200 kVA with suitable tripping mechanism above permissible limit s) Jacking pads (for transformer above 1 600 kVA); t) Additional Neutral separately brought out on bushing for earthing. u) Magnetic oil level gauge (for transformer above 1600 kVA) with low oil level alarm contact; v) Non return valve (for conducting pressure test); w) Pressure relief device or explosion vent x). Monogram Plate y) Inspection cover z). Detachable type radiators with top and bottom shutoff valve. aa) Oil Conservator with Oil level indicator, minimum level marking and drain plug for all transformers of capacity 50 KVA and above. bb) Necessary hardware, clamps,lugs etc. for termination on HV/MV etc. for all transformers. 0.0 d) Rating and terminal marking plates; e) Silica gel breather f) Drain-cum-sampling valve (¾″ nominal size thread, IS 554) preferably steel with plug for three phase transformers; g) Thermometer pocket with cap; h) Oil filling holes having (1¼″ nominal size thread) with cover (for sealed type transformers without conservator); i) Lifting lugs for the complete transformer as well as for core and winding assembly; j) Pressure relief device or explosion vent above 200 kVA; k) One filter valve on the upper side of the tank (for transformers above 200 kVA); l) Unidirectional flat rollers (for transformers above 200 kVA); m) Inspection hole (for transformers above 200 kVA); n) HV side neutral grounding strip (where one of the HV bushing terminal is connected to earth); o) Buchholz relay for transformers above 800 kVA. p) Arcing horns or suitable rating lightning arrestors for HT side – 3 Nos. q) Bird guard; r) Oil temperature indicator and winding temperature indicators for transformers above 200 kVA with suitable tripping mechanism above permissible limit s) Jacking pads (for transformer above 1 600 kVA); t) Additional Neutral separately brought out on bushing for earthing. u) Magnetic oil level gauge (for transformer above 1600 kVA) with low oil level alarm contact; v) Non return valve (for conducting pressure test); w) Pressure relief device or explosion vent x). Monogram Plate y) Inspection cover z). Detachable type radiators with top and bottom shutoff valve. aa) Oil Conservator with Oil level indicator, minimum level marking and drain plug for all transformers of capacity 50 KVA and above. bb) Necessary hardware, clamps, lugs etc. for termination on HV/MV etc. for all transformers. 0.0
368	24.9.2
369	24.11.3
370	22.1.1
371	22.3.1
372	23.5.2
373	23.4.2
374	23.6.2
375	25.1 Supply, Installation, testing and commissioning of Automatic Power Factor Correction (APFC) panel, indoor type floor mounted free standing totally enclosed, extendable, IP 42, of following capacity for 3 phase, 415 V + 10 %, 50 Hz AC System for Ambient temperature -5°C to +40°C, fabricated in compartmentalised designed made of CRCA sheet steel of 2.0mm thick for framework & covers, 3 mm thick for gland plate i/c cleaning & finishing complete with 9 tank process for powder coated of approved shade ( RAL 7032-Siemens Gray or as approved by Engineer-in-Charge), having front section (switch gear and control accessories) and rear section capacitor and reactor, front and rear access, having suitable current carrying capacity, extensible TPN Aluminium alloy bus bar of high conductivity, DMC/SMC bus bar supports, bottom base channel of MS Section, fabrication shall be done in transportable section, entire panel shall have common copper earth bar of minimum size of 25mm x 5mm with 2 nos. earth studs, the earth terminals provided on the body of capacitor bank shall also be bonded to the main capacitor panel earth bus with 2 nos. 8 SWG or 6 SWG GI earth wires/ equivalent size of copper conductor cable, forced ventilation for maintaining temperature rise not more than 5°C from ambient, interconnections, connections with 14% detuned reactor and heavy duty 525 V ISI marked Impregnated MPP(Metalized Polypropylene) Capacitor (IS 13340 Part -1 & 2) APFC Panel shall be in compliance with IS :16636 & CPWD Specifications etc.as per below details. 0.0 (A) IncomersSuitable capacity MCCB Microprocessor base with O/C, S/C, E/L release of TPN 50KA breaking capacity (Ics=Icu), ON, OFF, Trip, R, Y, B - LED Indicating Lamp set along with required Instruments and accessories with extended rotary handle and door interlocking arrangement. Current rating of the Incomer in ampere shall be APFC Panel rating in KVAR x 1.4 x 1.5 or Nearest higher standards rating. 0.0 (B) Instruments & Indications 0.0 i) 3-Phase current sensing APFC microprocessor relay/controller , advance 8/12 stages (8 stages for capacity below 100 KVAR and 12 stages 100 KVAR & above) with Communication Ethernet/RS485/SNMP port open protocol for BMS integration as per approved by Engineering in charge and having display of Phase wise V, A, PF, Cos-Phi, Kw, KVA, KVAR, THD-V , THD-I, harmonics up to 31 level. 3 nos of dual core CT's accuracy class 1, 15VA at incomer of PCC Panel for APFC relay.ii) Auto Manual Selector switch, auxiliary contactors with timer for delay in manual mode. 0.0 ii) Auto Manual Selector switch, auxiliary contactors with timer for delay in manual mode. 0.0 iii) Digital Multi function meter with LED Display for V, A, PF, KW, KVA, KVAR, THD-V & I, Frequency. 0.0 iv) Suitable rating control transformer shall be provided for control and indication circuit. 0.0 v) All components like control transformer, meter, relay and indicating lamp shall be protected by using suitable rating individual MCB's. 0.0 vi) Wiring of the control circuit shall be done by using2.5 sq mm, FRLS/HFFR 1100 V grade, PVC insulated multi stranded copper control wire. 0.0 C) Bus Bars 1.3 Amp per Sq.mm,TPN, Electrolytic grade Aluminium bus bar of capacity 1.25 times of incomer rating as per CPWD specification. 0.0 (D)Outgoings (APFC Section) Selection of the capacitors combinations shall be for continuous rating and each capacitor bank shall have suitable capacity Heavy Duty ISI Marked Capacitor, capacitor duty contactor,the capacitor shall be mounted on channel with base of perforated M S Powder coated sheet, connections inter connections etc. and other features as per CPWD Specifications and relevant IS Code having following: 0.0 (i) Capacitor bank ratings & stages shall be as per the technical specifications sheet of NIT.(ii) Capacitor will be MPP self healing type with discharge resistor, pressure release mechanism.(iii) Since Capacitor Voltage is 525 Volts, thus higher KVAR has to be considered to get rated output at 415 Volts. 0.0 (iv) 14% Detuned Reactor of class H insulation & 150% linearity in series with Capacitor. (Note:Technical specifications sheet for selection of the capacitors combinations shall be provided by the NIT Approving Authority with due consideration of number of capacitors i.e. 1 KVAR, 2 KVAR, 3 KVAR, 5 KVAR, 10 KVAR. for smooth correction) 0.0
376	25.1.3
377	25.1.1
378	10.1.1
379	10.1.2
380	10.1.3
381	10.1.4
382	10.2.1
383	10.2.2
384	10.2.3
385	10.2.4
386	10.5.1
387	10.5.2
388	10.5.3
389	10.5.4
390	10.8.1
391	10.8.2
392	10.8.3
393	10.8.4
394	11.1.30
395	11.1.27
396	11.1.26
397	11.1.25
398	11.1.24
399	11.1.23
400	11.1.22
401	11.1.21
402	11.1.34
403	11.1.33
404	11.1.32
405	15.14
406	15.14.2
407	15.14.3
408	15.16
409	15.16.1
410	15.16.2
411	15.16.3
412	4544.0
413	4565.0
414	GRAND TOTAL OF SUB SCHE. -2 OF SCHEDULE-A (Electrical Work) (Excluding GST@18%) 52577459.74
415	Designing, Providing, erecting and fixing structural glazing unitized using specially designed aluminium grade 63400 WP S:I 733 and DI: 1285 electro colour anodised 25 micron or pure polyester powder coated 65 microns ni approved shade and colour through adequately designed MS galvanised / aluminium anchor brackets. The structural glazing design to be based on rain screen and pressure equalised drainage system. The complete drainage system to be incorporated in the design which drain water at every transom in the unlikely event that water penetrate the pressure seal. This include structural grade and weathering grade siliconsealant \\"Dow Corning\\" or G\\"E Silicon\\" or equivalent as per the design requirement. This includes structural designing, shop drawing complete. structuralcalculations and water penetration test as per (Structural Test ( Wind load serviceability)- ASTM E 330, Water Penetration Test - AMA 501.2). The specified test is to be carriedout only for locationwhere executed qty wil be more than 50sqmin onego. The structure glazing shall be double glazed 23mm thick (6mm thick toughened blue/smoke grey on outer side, 12 mm air gap and 5mm thick toughened clear float glass on inner side). No members to be visible from outside complete as per drawing and direction of engineer in charge including required aluminium sub-frame, silicon filling at all height including double height forstraight / curve and scaffolding complete.
416	Providing and fixing SS handle 32*600mm long 'H' shape fixed to glass door.
417	Providing and fixing SS Lock fixed to glass door
418	Providing and placing three-seater tandem seating (waiting area chair) of approved make such as Godrej/Wipro/Haworth/Steelcase/Furnshop India/Generic, constructed from SS 304 grade stainless steel perforated sheet with polished chrome finish, having a robust stainless steel frame with strong welded connections, complete with armrests on both sides. The seating shall be corrosion-resistant, durable, and ergonomically designed for comfortable use in waiting areas/reception. Overall size shall be 1770 mm (L) × 640 mm (B) × 800 mm (H), including all necessary fittings, fasteners, and accessories, complete in all respects as directed by the Engineer-in-Charge.
419	Providing and fixing and maintaining the following traffic aids during the execution of works, refixing of the .same as required as per directions of the Engineer.Portable-Signages
420	Providing and fixing and maintaining the following traffic aids during the execution of works, refixing of the .same as required as per directions of the Engineer.Traffic Cones Deployment of adequate manpower round the clock in shifts of 8 hrs for the management of traffic in intersection, roadways influenced by the exectuin of works by the contractor and traffic diversions at various location as per the deployment schedule approved by the Engineer.
421	Supervisor
422	Traffic Marshal /Guard
423	Providing furnished site offices & maintaining the same during the contract period as per the drawing and specifications, for the use of Engineer and his supporting staff, at least at two locations approved by Engineer-in-charge as per Specifications and to be retained until 30 days after the Taking over of works by the Engineer-in-charge. The payment for the item shall be as under:a) Payment as 50% of total cost of item on providing furnished site offices.b) Payment as 40% of total cost of item equally distributed over the duration of contract and will be paid on pro-rata basis.c) Payment of 10% of total cost of the item on satisfactory completion of work along with the final bill.Note: The released office and furniture etc. shall be the property of contractor after vacation by engineer. PHOTOGRAPIC AND VIDEOGRAPHIC PROGRESS REPORTS
424	Monthly Submission of Set of atleast 25 nos colour photographs depicting the progress of works SIGNAGE & GRAPHICS Suspended Double Sided Illuminated Sign Providing and fixing Suspended Double Sided Illuminated signs including all operations from fabrication to installation all complete as per relevant drawings, technical specifications, signage schedule and to the satisfaction of the Engineer-in-charge The sign frame is to be suspended from concrete eq slab or beam , trusses or purlins etc by robust corrosion protected aluminium suspenders of required size and lengths including all accessories like bottom plate, locking plate, adjuster, bolts etc . complete as per drawings for following sizes.Entire assembly of suspension system is to be Polyester pure powder coated. Hilti fasteners of specified diameters are to used where anchoring is to be done with the concrete members. The mounting surface shall be required or finished as per surrounding complete at no extra cost. Powder coating shall be done only after all fabrication including bolt holes, guide channels/holes etc have been drilled /cnc routed or cut in to the members. All anchor fasterners, bolts etc to be SS304 Grade. A) Sign Frame:The sign frame shall be made of Special Aluminium profiles of alloy 6063-temper T5/T4 with inbuit hinges and wiring raceways section of minimum 3mm thickness, fabricated to required sizes and shape as per technical specifications and drawings. Item to include providing and fixing of aluminium channel supports bolted to sign frame. Sign frame including channel supports are to be powder coated in colour duly approved by Engineer-in-Charge. Powder coating to be minimum of 80 micron with 10-year warranty. The structure shall be provided with EPDM gasket to seal the door shutter and prevent dust ingress, rain ingress and insects i.e. IP 54/IP 65 compatible (Internal Signs shall be IP54 and External signs shall be IP65 certified as per approved graphics and fabrication drawings). All powder coating shall be done on all internal as well as external surfaces. The sign shall be internally lit with the specified luminaire (LED Module) strip LED with driver and item to include providing and fixing luminaire and fixtures complete as per technical specifications. LEDs should be guaranteed for 5 years and all wires to be of FR LSZH grade. The frame shall be snap fit and easily openable for maintenance. B) Sign Panel: Providing and fixing sign panel made out of spectrum 4mm thick Polycarbonate sheeting with vinyl message (3630/7725 series 3M or equivalent) & protectitive layer of clear vinyl to required size and shape. Vinyl colour to match graphics & text as per schedule and pasted on sign panel, protected with lamination film as required. For double-sided signage, where graphics / text are to be provided on both faces, the sign panels as described above are to be provided on each side of the sign frame. C) Reflector Panel:Item to include providing and fixing embossed Aluminium mirror reflector panel as per approved specifications and make, with provision to hold luminaries in position. For double-sided signs, item to also include providing and fixing of Reflector Panel with Embossed Radiant Mirror Reflector film to be pasted on both sides. D) Back Panel:For single-sided signs, where graphics / text is to be on one side, item to include providing an Embossed Radiant Mirror Reflector film to be pasted on polyester powder coated 2mm thick Aluminium back panel as per technical specifications Above description generally holds good for the following signage unless otherwise specified except few modifications due to their respective finished dimensions and fixing arrangements or unless otherwise specified:-
425	300mm x 300mm x 55mm
426	900mm x 300mm x 55mm
427	1200mm x 300mm x 55mm
428	CHANNEL LETTER SIGNS Providing and fixing 3mm thick Aluminium sheet channel letter signs for station name with logo, duly powder coated for exterior grade finish, backlit with LED and face covered with diffuser polycarbonate pasted with 3M vinyl as per graphic colour selection, design complete with fixing in place with heavy duty anchor system. Illuminated channels letters to be profiled and to have aluminium PVC profile all around the edges. (In English, Upper and lower case letters shall be treated at par.Space wherever is coming in between towards a station name shall not be considered extra) (In Hindi letters Matras with vertical legs like shall be considered as a separate letter each half or full shall be considered as single letter only. Heading of letters and Matras shall not be considered extra) Spaces wherever coming in between two words of a station name shall not be considered extra. The sign shall coomprises of 3D Built up loco of appropriate size and channel letters in required fonts of Hindi and English in Font Height as shown in drawings and supported on a ridid supporting system and the logo shall have hallow lit efffeect by LED with high performance branded LED (GE/OSRAM/PHILIPS) modules with concealed driver unit to attain a minium lux level of 45 candelas. Wiring arrangement to be concealed type. Illumination information as per signage schedule. Letter Height shall be 450 mm to 700mm Station channel Letter Sign( for each channel letter) FACE PLATE SIGNS(SS PLATE) Non-Illuuminated Room Name Sign(In SS Plate)
429	Providing and fixing plated type Graphics sign made out of 2mm thick SS 304 grade stainless steel, fabricated to required sizes and shapes including corners and edges properly rounded and dressed. Item to include chemical etching of designated graphics/text in required color on the face side and fixing to RCC/Wall surface/Doors as required with the stainless steel counter sunk cross headed screws of required length and dia. including providing necessary washers, PVC/Rubber spacers etc. All anchor fasterners , bolts etc to be SS304 grade complete in all respects as per specifications and drawings . 400mm x 200mm RETRO REFLECTIVE External Retro Rreflective Signage Providing and fixing Post mounted lamianted over text Sign including all operations from fabrication to installation and accessories complete as per relevant drawings, technical specifications and signage schedule and to the satisfaction of Engineer-in-Charge. Providing and fixing sign frame, to be made out from mild steel T-sections (no joints shall be permitted in individual peripheral member) of required sizes, finished in Polyurethane paint to match as per approved colour. Providing & fixing Aluminum sign panel fabricated to required size and shape. Providing Plotter cut retro reflective vinyl sheet on sign panel with required graphic sign/text in approved color as per drawings and signage schedule. Item to include providing and fixing mild steel angle sign frame fabricated to required size and shape finished in Polyurethane paint to match as per approved colour, Including providing and fixing Mild steel section posts made of SHS sections of required sizes and bolted sign frame to the post. Item to include providing, laying of M20 grade concrete in foundation block and anchoring required length of post into foundation block using base fastener made of mild steel angle section. Minimum 1800mm clearance required from road level to soffit of signages. Double Sided Single Post
430	300mm x 600mm
431	900mm x 300mm
432	300mm x 450mm Single Sided Single Post
433	300mm x 600mm
434	300mm x 450mm
435	300mm x 750mm
436	600mm x 450mm SUSPENDED DOUBLE SIDED NON ILLUMINATED SIGN Providing and fixing Suspended Double Sided Non-Illuminated sign with vinyl text including all operations from fabrication to installation all -complete as per relevant drawings, technical specifications, signage schedule and to the satisfaction of the Engineer-in-charge. The sign frame is to be suspended from concrete e.g. slab or beam, trusses or purlins etc. by robust corrosion protected aluminum suspenders of required size and lengths including all accessories like bottom plate, locking plate, adjuster, bolts etc. complete as per drawings for following sizes. Entire assembly of suspension system is to be Pure Polyester powder coated. Hilti fasteners or equivalent of specified diameters are to used where anchoring is to be done with the concrete members. The mounting surface shall be required or finished as per surrounding are complete at no extra cost. Suspenders shall be Powder coated aluminum suspenders. Powder coating shall be done only after all fabrication Including bolt holes, guide channels/holes etc. have been drilled/cnc routed or cut into the members. All anchor fasteners, bolts etc to be SS304 grade. All Complete as per specifications and drawings A) Sign Frame:The sign frame shall be made of Special Aluminium profiles of alloy 6063-temper T5/T4 with inbuit hinges and wiring raceways section of minimum 3mm thickness, fabricated to required sizes and shape as per technical specifications and drawings. Sign frame including channel supports are to be powder coated in colour duly approved by Engineer-in-Charge. All powder coating shall be done on all internal as well as external surfaces. Powder coating to be minimum of 80 micron with 10-year warranty. The structure shall be provided with EPDM gasket to seal the door shutter and prevent dust ingress, rain ingress and insects i.e. IP 54 / IP 65 compatible (Internal Signs shall be IP54 and External signs shall be IP65 certified as per approved graphics and fabrication drawings). The frame shall be snap fit and easily openable for maintenance. B) Sign Panel:Providing and fixing sign panel of Aluminium extrusion with minimum thickness of 2mm panels fabricated required size and shape as per fabrication drawings and are to be powder coated on both sides to match as per approved colour or any other colour duly approved by engineer incharge with vinyl message (3630/7725 series 3M or equivalent) & protectitive layer of clear vinyl to required size and shape. Vinyl colour to match graphics & text as per schedule and pasted on sign panel (front panel) covered with 3mm polycarbonate sheet. For double-sided signage, where graphics / text are to be provided on both faces, the sign panels as described above are to be provided on each side of the sign frame. C) Back Panel:Back panel and front panel item should be same with 2mm thik aluminium extrusion/profile. Single-sided signs, where graphics / sign text is to be on one side, are to be provided with 2mm thik aluminium back panels fabricated to required size and shape as per fabrication drawings and are to be powder-coated on both sides to match as per approved colour or any other colour duly approved by the Engineer-in-Charge D) Accessories:Providing and fixing all accessories such as spring clips, pivot hinges, anchoring hooks, nuts, cleats, screws hooks and slots etc. complete as per specified fabrication drawing. All anchor fasteners, bolts etc to be SS304 grade. Above description generally holds good for the following signage except few modifications due to their respective finished dimensions and fixing arrangements:-For Signage Graphics, Drawings and Specifications shall be referred
437	1500mm x 300mm x 40mm
438	3600mm x 600mm x 40mm
439	1200mm x 300mm x 40mm
440	Providing and fixing chrome finish Hand shower (health Faucet) with 8mm dia 1 Meter long Flexible tube and wall Hook of quality and make as approved by Engineer - in - charge.HF-1812 Round Health Faucet with Button With Hook & PVC Tube ABS Body Acquaviva
441	Supplying and Fixing of EGR18 Disabled Grab Bar Specifications Features Material : 304 Grade Stainless Steel Application : WC Area Diameter : 32 mm Specifications Features Material : 304 Grade Stainless Steel Application: WC Area Diameter : 32 mm Warranty: 1 year, in India,Jindal Steel
442	Supplying and Fixing of SWING HANDICAP GRAB BAR - S.STEEL Material : 18-8 S, Type-304, Stainless Steel, Operation : Movable (Horizontally & Vertically), Diameter : 32mm, Application : WC Area
443	Supplying and Fixing of ANTI-BACTERIAL NYLON, STRAIGHT GRAB BAR, 600 MM, DIA: 35MM,in India,Jindal Steel Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sewerage waste discharge system (IS:13592 : 1992 Marked) of including all fittings like bend,plain bend ,coupler,tee,heel restt sanitary bends ,shoe etc approved quality /make supreme, jain pipes, sudhakar, prince or equivalent
444	110 mm dia
445	75mm diameter :
446	Providing and installing water cooler of standard quality with necessary fixture , 32 mm diameter pipe connected to floor drain, inlet water supply connection from cold water distribution line and necessary power supply cable wiring 100 li Cooling capacty at 10 degree centgrate and 150 litre storage capacity.
447	Supply, installation, testing and commissioning of commercial RO water purification system of capacity 100 LPH, suitable for purification of brackish, tap and municipal water, based on advanced Mineral RO Technology with inbuilt TDS controller for retention of essential minerals and ensuring safe and potable drinking water. The system shall incorporate multi-stage purification including sediment filter, activated carbon filter, Reverse Osmosis (RO) membranes and Ultra Filtration (UF) membrane for effective removal of dissolved impurities, chemicals, bacteria, viruses and salts, and shall be equipped with minimum four RO membranes and two high-pressure pumps to achieve the desired output. The unit shall be of stainless steel construction, compact in design and suitable for integration with water coolers, with a working pressure range of 20–150 psi and minimum duty cycle of 400 litres per day. The system shall be of reputed make such as KENT (Elite II 100 LPH), AQUAGUARD 100 LPH RO Plant, LEXPURE 100 LPH RO Plant and LIVPURE 100 LPH RO Plant , meeting the specified performance requirements. The scope shall include supply of complete unit with all accessories, interconnections, valves, fittings, storage tank (if required), freight, loading/unloading, installation, testing, commissioning and all incidental works complete as per site requirements.
448	Gate Security - SITC of Motorised Vehicle Barrier complete with Control Unit and integrated Two channel Loop Detector and Vario Boom of 3.5Mtr max 1.3 sec opening / closing time. Quoted price shall be inclusive of cabling between the Boom Barriers and the motor control center, PE Sensor, card reader, push button, loop detector, controller & all necessary accessories Approved Makes Elka/Faac-GJEspl/Magnetic
449	Providing, deploying and operating Anti-Smog Gun (minimum 30 m throw) mounted on mobile trolley including Tractor with minimum 1000 litre water tank, high-pressure misting system, diesel engine driven blower and pump assembly complete with flexible hoses, nozzle arrangement, control system and all accessories for effective dust suppression at construction site.The scope includes operation up to 8 hours per day, deployment of skilled operator, supply of diesel fuel, routine servicing and maintenance, shifting of equipment within site premises and all incidental expenses required for continuous operation of the equipment complete in all respects.The equipment shall be capable of producing fine mist spray for suppression of suspended particulate matter and construction dust to comply with environmental pollution control guidelines.The rate shall be inclusive of diesel, skilled operator, maintenance and contractor’s overhead & profit.Measurement shall be taken on monthly hiring basis.
450	NHAI Appproval from Empanelment Consultant of NHAI for Entry in Bus Adda (ISBT MODIPURAM) from NH-58, Roorkee Road Meerut. File Preparation, Consultancy & Advisory Services, Travelling Allowance, Online Submission of Proposal, Video Recording of the Site, Provisional NOC Charges. Walk Survey 2.2 km (1.1 km on either side of property for preparation of drawings). Layout Plan with Cross Section, Road Signs, Road Marking & Crust Composition of Access Road. Drainage Plan with Rainwater Harvesting, Culvert Details, Catch Pit, Sump etc. Location Drawing showing relevant details for 1.1 km on either side of property along NH. Grand Total of NS Items NATIONAL CAPITAL REGION TRANSPORT CORPORATION Bid No. DM/MS/CPM-ME/306: Name of Work: Construction of UPSRTC bus terminals and depots near the Meerut South and Modi Puram Namo Bharat stations, and development of bus shelters at different locations in Meerut, along with other associated works. Bill of Quantities (BOQ) Sub- Schedule-2 of Schedule-B ( NDSR Items of Electrical Work) S. No. DSR 2025 Item no. Item Description Unit Quantity Rate (Excluding GST @ 18%) Amount (Rs.)Excluding GST NDSR ITEMS OF ELECTRICAL WORK
451	NDSR 1
452	NDSR 2
453	NDSR 3
454	NDSR 4
455	NDSR 5
456	o) 0.0
457	NDSR 6 Other Accessories 0.0
458	NDSR 7 Supply and fixing of the following safety equipments in Aux. Sub. Station /MDB room as per detailed descriptions given below and as per relevant IE rules & codeof standard practice:- 0.0 a) High electro mat high voltage (11kV grade) mat of 6 MM thick and1000 mm wideand length on per LT panel requirement as per IS 15652-2006. 0.0 b) Laminated standard shock treatment charts in English & Hindi in ASS, DG roomand Pump room. 0.0 c) Danger plate as per approved Style & sample written in English & Hindi for MV installations as required as per IE rules, IES and IS 2551 (latest) - 10 nos. 0.0 d) 10 nos. First Aid Box Complete as approved by St. John ambulance or Indian RedCross 0.0 e) Fire Buckets (Quantity will be in fire fighting BOQ) 0.0 f) Two Tool kit comprising 1 set of flat spanner (Taparia / Jalan), 1 set of box spanner, 1 no. Hacksaw frame with 10 No. blades, 1 no. large, medium, small screw drivers, 1 no. insulated plier, 1 no nose plier, 1 no. hand crimping tool upto 16 sqmm, 1 no. digital multimeter, 1 no. test lamp and 1 no. tester. Screw driver set for all types of screw heads also to be provided. 0.0
459	NDSR 8 a) Suitable foundation for the Mast considerings oil bearing capacity 10Ton perSqm, with base pedestal of approve design, incoporating a suitable cable looping box with terminal blocks MCB etc. 0.0 b) S.I.T.C. of Earth station of Pipe earthing as per IEEE80-2013, and IS3043-1987, including duplicate earth connection to the mast with 25X3mm size MS GI Plate. 0.0 c) S.I.T.C. of suitable LED Aviation lights as required. 0.0
460	NDSR 9
461	NDSR 10 Lighting Fixtures 0.0 All external light should have Astro timer for automatically light will operate. 0.0 Supply, installation, testing and commissioning of the following lighting fixturesincluding fixing arrangement and with all accessories and lamps as required complete as per technicalspecifications. 0.0
462	NDSR 11
463	NDSR 12
464	NDSR 13
465	NDSR 14
466	NDSR 15
467	NDSR 16
468	NDSR 17 The panel shall be comprising of 1 no, 11 KV, 630 A,3P, drawout type vacuum circuit breaker with spring charged stored energy mechanism having spring charging motor 240VAC, Closing coil suitable for 24V DC, Tripping coil suitable for 24V DC, Aux. Contacts 6NO+6NC, Antipumping device, Mechanical Close & Trip Lever, Manual spring charging device, mechanical operation counter, mechanical ON/OFF, Mechanical spring charged indication 0.0 One (1) no. multi function meter with RS 485 port with minimum parameters Voltage, Ampere, KWH, KVAh, KW, KVA, KVAR, PF & HZ. with 1 Set (3 Nos) of 50/5A ratio,CL 1.0 C.T,s & control fuses. 0.0 1 Set of phase indication lamps with HRC fuses (Red, Yellow and Blue). 0.0 1 Set of indication lights with HRC fuses for CB open, CB close, Auto trip, Spring charged, battery low`. 0.0 Auxillary switch/ relay, under voltage, master trip, Anti-pumping relay and other control relays etc. as per requirement -Lot. 1 Set of IDMTL O/C and E/F relay similar to CDG-61 of M/s ALSTOM or equivalent complete with 3 nos. (1 set). Current transformer 50/5A, CL-5P 10 for protection, 15 VA burden. 0.0 1 Set of potential transformer 11KV/1.732, 110/1.732 volts 100 VA burden. 0.0 1 set of 6 window, Audio / visual annunciation system complete with Transformer trouble & protection trip annunciation. 0.0 11KV HT Panel as described above Board as per manufacturers instruction, as per specification and complete as required. Set 4.0 539632.9 2158531.6
469	NDSR 18 LT Panel 0.0 Transformer Incomer : 630A FP 35KA MDO ACB MP RELEASE O/L,S/C, E/F PROTECTION 0.0 Metering For Incomers : 0.0 0-500V Digital Voltmeter with selector switch and MCBs 0.0 600 A Digital Ammeter with CTs of ratio 600/5A, Class 1 Accuracy and 15 VA burden and selector switch 0.0 LED Phase indication lamps with individuals MCBs and control with toggle switches 0.0 ACB SHUNT TRIP COIL, MCCB SPREADER LINK, MCCB ROTARY HANDEL,DIGITAL AMMETER, AMMETER SELECTOR SWITCH,CT , DIGITAL VOLT METER,VOLTMETER SELECTOR SWITCH, OVER CURRENT & EARTH FAULT RELAY(50,50N,51,51N), PHASE INDICATING LAMP R/Y/B, 6A SP MCB,6A DP MCB etc. all necessory accessories complete suitable as required. 0.0 Busbars : 700A TPN Aluminium Busbar - 1 Set 0.0 Outgoings : 0.0 MCCB 315 Amp TP+NL 36KA TM RELEASE WITH O/L,S/C PROTECTION- 02NOS, MCCB ROTARY HANDEL,MCCB SPREADER LINK 0.0 MCCB 250 Amp TP+NL 36KA TM RELEASE WITH O/L,S/C PROTECTION- 02NOS, MCCB ROTARY HANDEL,MCCB SPREADER LINK 0.0 MCCB 200 Amp TP+NL 36KA TM RELEASE WITH O/L,S/C PROTECTION- 04NOS, MCCB ROTARY HANDEL,MCCB SPREADER LINK 0.0 MCCB 100 Amp TP+NL 36KA TM RELEASE WITH O/L,S/C PROTECTION- 04NOS, MCCB ROTARY HANDEL,MCCB SPREADER LINK 0.0 MCCB 63A TP+NL 36KA TM RELEASE WITH O/L,S/C PROTECTION- 06 NOS, MCCB ROTARY HANDEL,MCCB SPREADER LINK 0.0 32A-16A, TPN MCB - 6NOS Set 2.0 915029.7 1830059.4
470	NDSR 19 LT Panel 0.0 Transformer Incomer : 400 A FP 35KA MCCB MP RELEASE O/L,S/C, E/F PROTECTION 0.0 Metering For Incomers : 0.0 0-500V Digital Voltmeter with selector switch and MCBs 0.0 400 A Digital Ammeter with CTs of ratio 400/5A, Class 1 Accuracy and 15 VA burden and selector switch 0.0 LED Phase indication lamps with individuals MCBs and control with toggle switches 0.0 ACB SHUNT TRIP COIL, MCCB SPREADER LINK, MCCB ROTARY HANDEL,DIGITAL AMMETER, AMMETER SELECTOR SWITCH,CT , DIGITAL VOLT METER,VOLTMETER SELECTOR SWITCH, OVER CURRENT & EARTH FAULT RELAY(50,50N,51,51N), PHASE INDICATING LAMP R/Y/B, 6A SP MCB,6A DP MCB etc. all necessory accessories complete suitable as required. 0.0 Busbars : 500A TPN Aluminium Busbar - 1 Set 0.0 Outgoings : 0.0 MCCB 200 Amp TP+NL 36KA TM RELEASE WITH O/L,S/C PROTECTION- 02 NOS, MCCB ROTARY HANDEL,MCCB SPREADER LINK 0.0 MCCB 100 Amp TP+NL 36KA TM RELEASE WITH O/L,S/C PROTECTION- 06 NOS, MCCB ROTARY HANDEL,MCCB SPREADER LINK 0.0 MCCB 63A TP+NL 36KA TM RELEASE WITH O/L,S/C PROTECTION- 08 NOS, MCCB ROTARY HANDEL,MCCB SPREADER LINK 0.0 32A-16A, TPN MCB - 6NOS Set 2.0 668675.55 1337351.1
471	NDSR 20
472	NDSR 21
473	NDSR 22
474	NDSR 23 0.0 Street Light control Feeder Pillar 0.0
475	NDSR 24
476	NDSR 25
477	NDSR 26
478	NDSR 27
479	NDSR 28
480	NDSR 29
481	NDSR 30 Incomer: MCCB 250A FP 36KA TM RELEASE O/L,S/CPROTECTION 0.0 Metering For Incomers : 0.0 MCCB SHUNT TRIP COIL, MCCB SPREADER LINK, MCCB ROTARY HANDEL,DIGITAL AMMETER, AMMETER SELECTOR SWITCH,CT 250/5A, 10VA, CL-1, CT 250/5A, 10VA CL-5P20, DIGITAL VOLT METER,VOLTMETER SELECTOR SWITCH, OVER CURRENT & EARTH FAULT RELAY(50,50N,51,51N), PHASE INDICATING LAMP R/Y/B, 6A SP MCB,6A DP MCB etc. all necessory accessories complete suitable as required. 0.0 0-500V Digital Voltmeter with selector switch and MCBs 0.0 LED Phase indication lamps with individuals MCBs and control with toggle switches 0.0 Busbars : 300A TPN Aluminium Busbar - 1 Set 0.0 Outgoings : 0.0 MCCB 100 A TP+NL 36KA TM RELEASE WITH O/L,S/C PROTECTION- 03 NOS 0.0 MCCB 63 A TP+NL 36KA TM RELEASE WITH O/L,S/C PROTECTION- 06 NOS 0.0 MCCB 32 A TP+NL 36KA TM RELEASE WITH O/L,S/C PROTECTION- 02 NOS 0.0 Grand Total of Sub- Schedule-2 of Schedule-B ( NDSR Items of Electrical Work) (Excl. GST@ 18%) 36055597.81 Please Enable Macros to View BoQ information

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Tender For S/Cpm-Me/306: Name Of Work: Construction Of Upsrtc Bus Terminals And Depots Near The Meerut South And Modi Puram Namo Bharat Stations, And Development Of Bus Shelters At Different Locations In Meerut, Along With Other Associated Works., Meerut-Uttar Pradesh

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Tender For S/Cpm-Me/306: Name Of Work: Construction Of Upsrtc Bus Terminals And Depots Near The Meerut South And Modi Puram Namo Bharat Stations, And Development Of Bus Shelters At Different Locations In Meerut, Along With Other Associated Works., Meerut-Uttar Pradesh

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