Additional Work RO Building

Sub Schedule -I: All Items of CIVIL works based on DSR 2023

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Price Bid

Sub Schedule-II (Civil Work - NS/Market Rate Items)

NIT Number

NAME OF CONTRACTOR

Sub Schedule -II: CIVIL Work NS/MR ITEMS

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Price Bid

Sub Schedule-III (DSR E&M 2025 items)

NIT Number

NAME OF CONTRACTOR

Sub Schedule -III: All Items of E&M works based on DSR 2025

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Price Bid

Sub Schedule-IV (E&M Work - NS/Market Rate Items

NIT Number

NAME OF CONTRACTOR

Sub Schedule -IV: E&M Work NS/MR ITEMS

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Price Bid

Sub Schedule-V (Furniture - Market Rate Items)

NIT Number

NAME OF CONTRACTOR

Sub Schedule - V: Furniture Work MR ITEMS

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Price Bid (Summary Sheet)

NIT Number

NAME OF CONTRACTOR

Total of Sub schedule (I)

Total of Sub schedule (II)

Total of Sub schedule (III)

Total of Sub schedule (IV)

Total of Sub schedule (V)

Total of All Sub Sch (I)+(II)+(III)+(IV)+(V) {In Figures}

Total of All Sub Sch (I)+(II)+(III)+(IV)+(V) {In Words}

Schedule of Quantity

Schedule-I (Civil DSR,2023)

All kinds of soil.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.

Cement concrete prepared with batch mixing machine

Construction of granular subbase 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.

With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value- 30

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

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.

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutteringr- All work upto plinth level:

1:4:8 (1 Cement: 4 coarse sand (Zone- III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Concrete of M30 grade with minimum cement content of 350 kg /cum

Centering and shuttering including strutting, propping etc. and removal of form for

Foundations, footings, bases of columns, etc. for mass concrete

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

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 (including equivalent design mix)

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 of 2.10 mm for Series R3 and R4 profiles coneforming to EN: 12608 in any space, colour and design duly reinforced with galvanized mild steel section made of required shape and size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adoptor (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, platic 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 corners, 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 profile to be as per design approved by Engineer-in-charge.

Wire mesh/ Glazing of plain/ toughened / laminated/ double glass unit with/ without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed > 45 m/sec as per IS 875- Part 3 (ii) Sites with structure height more than 20 m for all wind speeds

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions wtc. with EPDM rubber/ neoprene gasket etc. complete as per the architerctural drawings and directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):

With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm)

12 mm cement plaster of mix :

1:6 (1 cement: 6 fine sand)

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 coats

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

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 welded type tubes

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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges ofthe 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)

Providing and fixing 12 mm thick frameless toughened glass door 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).

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Kiln seasoned and chemically treated hollock wood

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.

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

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks ofcleaned bricks shall be measured):

From brick work in cement mortar

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.

All kinds of soil

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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)

Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :

Cement mortar 1:6 (1 cement : 6 Coarse sand)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stackedmaterials.

Ordinary or hard rock

12 mm cement plaster of mix :

1:6 (1 cement: 6 coarse sand)

6 mm cement plaster of mix :

1:3 (1 cement : 3 fine sand)

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

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

Painting with synthetic Enamel paint of aproved brand and manufacture to give an even shade:

Two or more coats on new work

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)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.

50 mm dia nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

50 mm nominal bore

Providing and fixing gun metal non- return valve of approved quality (screwed end) :

50 mm nominal bore

50 mm diameter pipe

Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :

50 mm diameter pipe

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :

50 mm nominal bore

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.

Rocky strata including Boulders

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, beyond 90 metre & upto 150 metre depth below ground level.

Rocky strata including Boulders

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 Engineer-in-charge.

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

200 mm nominal size dia having minimum wall thickness 5.40 mm

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.

200 mm nominal size dia

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:

200 mm dia

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.

200 mm clamp

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

200 mm dia

12 mm cement plaster finished with a floating coat of neat cement of mix :

1:3 (1 cement: 3 fine sand)

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.

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 aluminum 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 Dimentional 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 seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml

Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).“(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. . The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.

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.

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.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Providing and fixing thermal insulation of ceiling (under deck insulation) with Closed cell Chemical cross linked polyolefin foam (XLPE) with factory reinforced aluminium foil facing and self adhesive from manufacturer, with Class-O flre properties, the density of the foam should be not less than 25 kg/ m3, fixed to ceiling with Polyamide lnsulation fasteners. The joints of XLPE sheet shall be sealed with 75 mm wide se adhesive Aluminium tape etc. complete as per specification, drawing and direction of Engineer-in-charge.

9 mm thick Closed cell Chemical cross linked polyolefin foam (XLPE) Class-O self adhesive Aluminium Foam Slab under deck insulation (Thickness Tolerance ± 1mm)

Schedule of Quantity

Schedule-II (NSI / MR) Civil

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. Rocky strata including Boulders : 300 mm Dia

Total Amount

Schedule of Quantity

Schedule-III (E&M DSR 2025)

DSR civil23 18.8.2

Fire Fighting Work:

(A) Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required: (B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (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-325. (D) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (E) Suitable cement concrete foundation duly plastered with anti vibration pads.

(A) Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Jockey Pump) (B) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS: 1520. (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: 325. (D) M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (E) Suitable cement concrete foundation duly plastered and with anti vibration pads.

(A) Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Diesel Driven Pump) (B) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (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. (D) M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. (E) Suitable cement concrete foundation duly plastered and with anti vibration pads.

(A) Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS: 1520 (C) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325. (D) M.S. fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. (E) Suitable cement concrete foundation duly plastered and with anti vibration pads.

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required:

Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.

Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, Gl bolts, nuts, washers etc.as required:

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :

Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :

Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with Gl wire, rivets etc. conforming to IS 636 (type-A) as required:

Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required:

Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.

Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required:

Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required:

Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required.

Total

Schedule of Quantity

Schedule-IV (E&M Market Rate)

Note: All scafolds, ladders, First Aid Equipments/ Machines and other safety devices mentioned or described herein shall be maintained in a safe condition and no scafolds, ladder or equipment shall be altered or removed while it is in use. Necessary warning sign boards in Red/ White paint, with proper lighting arrangement for nights are to be provided at prominent locations. The arrangements for providing and maintaining all such safety and labour welfare rules etc., shall be done at CONTRACTOR's own cost and expenses.

Incomer From Transformer: 315A 4P 50KA with Microprocessor base O/L, S/C & E/F -1 No Extended Rotary Handel- 1 No 4P Spreaders - 2No Auxilary Contactor block- 1 No Multifunction Mete with Rs485 communication Port- 1 No R, Y, B Phase Indicating Lamps- 3 No ON/OFF/Trip Indicating Lamps- 3 No CT's 400/5A class-1.0 10VA- 03 BUS-BAR: 400A 4P 415V, 50Hz ALUMINIUM BUS BAR OUTGOINGS: 200A 4P 36KA With Thermal Magnetic Base O/L, S/C - 01 No 100A 4P 36KA With Thermal Magnetic Base O/L, S/C - 02 No 63A 4P 36KA With Thermal Magnetic Base O/L, S/C - 01 No Extended Rotary Handel- 04 4P Spreaders -08

Incomer: 200A 4P 50KA with Microprocessor base O/L, S/C & E/F -1 No Extended Rotary Handel- 1 No 4P Spreaders - 2 No Earth Fault module with CBCT - 1 No Auxilary Contactor block- 1 No Multifunction Meter with Rs485 communication Port- 1 No R, Y, B Phase Indicating Lamps- 3 No ON/OFF/Trip Indicating Lamps- 3 No CT's 400/5A class-1.0 10VA- 03 BUS-BAR: 400A 4P 415V, 50Hz ALUMINIUM BUS BAR OUTGOINGS : 80A 4P 36KA With Thermal Magnetic Base O/L, S/C - 03 no. 40A 4P 25KA With Thermal Magnetic Base O/L, S/C - 04 no. 32A 4P 25KA With Thermal Magnetic Base O/L, S/C - 05 no. 4P Spreaders -12

INCOMER : 315A, 4 Pole with neutral link, MCCB with shunt trip/release, 50kA (Ics=100%Icu), 415V, Microprocessor release for over current, earth fault & short circuit protection, with rotary operating handle mechanism front drive kit, Spreader terminals with RS 485 communication module compatible and all other accessories etc. as required BUS-BAR: 400A 4P 415V, 50Hz ALUMINIUM BUS BAR PF REGULATOR RELAY: Advanced Range PF Regulator shall have 16 steps with a LCD Display, Voltage Range: 90V - 550V, 50 / 60Hz, CT Input : 1A/5A with a built in RS 485 communication port. The PF Regulator shall be of certified design confirming to IEC 61326. VENTILATION FANS: Ventilating fans of required size shall be used to dissipate the heat produced by the capacitor bank components like the capacitor units, reactors, contactors, breakers etc.

Capacitor Bank: 20KVAR Capacitor Banks‐x02 63A 3P 10KA MCB - 02 20KVAR Capacitor Duty Contactor - 02 20KVAR Standrad Duty Capacitor- 02 ON/OFF Indicating Lamps- 04 Start/ Stop Push Buttons- 04 10KVAR Capacitor Banks‐x02 32A 3P 10KA MCB - 02 10KVAR Capacitor Duty Contactor - 02 10KVAR Standrad Duty Capacitor- 02 ON/OFF Indicating Lamps- 04 Start/ Stop Push Buttons- 04 5KVAR Capacitor Banks‐x02 20A 3P 10KA MCB - 02 5 KVAR Capacitor Duty Contactor - 02 5KVAR Standrad Duty Capacitor- 02 ON/OFF Indicating Lamps- 04 Start/ Stop Push Buttons- 04

Incomer: 32 A FP MCB(10 KA) - 01 No. 1 Set of R, Y, B Phase Indicating Lamps – For visual indication of phase status. 1 No. (0–500V) Voltmeter with Built-in VSS – For voltage measurement with 3 Nos. 2A SP MCBs for protection. 1 No. (0–63A) Ammeter with ASS – For current measurement with 3 Nos. 40/5A CTs. BUS-BAR: 100 A 4P 415V, 50Hz ALUMINIUM BUS BAR OUTGOINGS: 1 No. 32 A TPN RCBO (30 mA, 10 kA) 1 No. 32 A TP Contactor 4 Nos. 10 A SPN MCBs (10 kA) 4 Nos. Dual Setting 24-Hour Calibrated Time Switches (for Streetlights)

AC work:

Total

Schedule of Quantity

Schedule-V (Furniture-Market Rate)

Reception Table - Godrej Reflection 8 W L shaped desk (2400x1770x740 mm)

Reception Chair - Godrej Thrill Mesh Plus Full Back

Reception Area Center Table - Pisa Center Table

Reception Area 3 seater Sofa - Godrej Pisa 3 seater sofa

Reception Area 1 seater Sofa - Godrej Pisa 1 seater sofa

Sick Room - Godrej Revive

Storage Room - Godrej Optimizer Plus Drive type

Workstation Table - Wish Recta 1200x600 with KBPT and CPU Trolley

Reception Chair - Godrej Thrill Mesh Plus Full Back

ASCEND-Overhead Cabinet (Various Units and Shutters, Total Size 7200x310x785 mm)

HOD's & PA's Room Table - Godrej Trident Middle Main Desk with ERU

HOD's & PA's Room Chair - Godrej Versa Neo High Back

HOD's & PA's Room Visitor Chair - Godrej Versa Neo Visitor

HOD's Room Storage - Godrej VSDU-12 Sliding Door Unit

HOD's Room Sofa - Godrej Premium Lounge 2 seater sofa

Regional Manager Chamber Table - Godrej Aristo Main Table with ERU and Back Unit

Regional Manager Chamber Chair - Godrej Ace Full back with Head rest

Regional Manager Chamber Visitor Chair - Godrej Ace visitor chair

Regional Manager Chamber Center Table - Godrej Pisa Center Table

Regional Manager Chamber Sofa - Godrej Pisa 2 seater sofa

Workstation Table - Wish Recta

Reception Chair - Godrej Thrill Mesh Plus Full Back

ASCEND-Overhead Cabinet (Various Units and Shutters, Total Size 7200x310x785 mm)

HOD's Room Table - Godrej Trident Middle Main Desk with ERU

HOD's Room Chair - Godrej Versa Neo High Back

HOD's Room Visitor Chair - Godrej Versa Neo Visitor

HOD's Room Storage - Godrej VSDU-12 Sliding Door Unit

HOD's Room Sofa - Godrej Premium Lounge 2 seater sofa

Conference Table - Godrej Mingle Modular PLT 18 seater

Conference Chairs - Godrej Versa Neo High Back

Conference Visitor Chairs - Godrej Ace visitor chair

Single Bed - Godrej Adriana Single Bed

Single Bed Mattress - Godrej Lotus Pro Mattress 78x36x5

Dressing Table - Godrej Adriana Dressing Table

Wardrobe - Adriana 2 door wardrobe

Work Desk for Guest room - Godrej Adria work desk with drawer

Dining Table - Godrej Grande Adv 4 seater Dining Table

Dining Chair - Godrej Grande Adv Dining chair

Total

Note: The furniture items indicated in the BOQ are based on the specific Godrej Interio models considered during estimation and shall be treated as reference specifications. In case any specified model is discontinued or unavailable at the time of execution, alternative models of the same manufacturer or equivalent products of reputed manufacturers having comparable dimensions, functionality, finish, quality standards and warranty provisions may be considered, subject to prior approval of the Engineer-in-Charge. The contractor shall submit detailed catalogues and technical specifications for approval prior to procurement of furniture items.

Schedule of Quantity

Schedule-VI (Credit Value)

Bricks

Total

Important Note:

1.The quantity of dismantled material/ old materials like steel, blocks, truss materials, Steel rafter, columns, sheets, Electrical items etc are tentative which may vary depending upon actual weighment/ counting etc at the time of measurements after dismantling.

2. For calculating credit value of Old Corrugated Sheets, GI, GL, MS sheets, Steel columns, beams, truss materials etc shall be measured on weighment basis. The contractor is advised to ensure safe dismantling of sheets and other steel items. Any claim towards breaking CC blocks /sheets into pieces during the dismantling of roof will not be entertained. All such dismantled materials including garbage, sheet pieces etc obtained from dismantling will have to be removed from CW campus by contractor at his own cost.

3.Above mentioned Credit value of material is exclusive of GST and 18% GST over and above value shall be payable by contractor.

4. Contractor quoted percentage (either above or below) as quoted on items of works at other Schedules shall not be applicable on above mentioned schedule i.e. credit value of items. i.e. rates mentioned above are fixed and credit shall be charged if items are dismantled/disposed by contractor.

EXHIBIT- I

Pre-Qualifying (PQ) Proforma: Bidder Information Summary

{To be Filled by Bidder in sheet uploaded over portal and then to be submitted along with technical bid}

NIT Reference Number: E NIT_CWC/RO-GHY/ENGG/2026-27/03

General Details of Bidder

See PQC S/n (1) to (4): Appendix-II of NIT

Name of the Bidder

Bidder Address, (registered)

State

Bidder Organization ID /CIN in case of Company

Bidder Telephone number

Bidder E-mail address

Type of Bidder constituent (Organization)

(JV not allowed where estimated cost of work put on Tender is up to Rs. 30 cr)

Attested copy of documents in support of Bidder Organization Type

(See ITB-Appendix IV clause number 3.2: 1 (b): Organization Details and

Appendix-II of NIT: List of documents required in support of Bidder Legal Entity.

Current List of Directors/Partners: as applicable

Name of the person holding the power of attorney for this Bid

Designation

Contact details of person holding the power of attorney

Mobile Number

Email id.

Attested Copy of Power of Attorney to sign & submit the Tender (as per format given in EXHIBIT-III of Appendix-II)

Earnest Money Deposit (EMD) of Amount as mentioned in APPENDIX-1 (TIS) to be paid through NEFT/RTGS in the bank account of CWC, and EMD submission proof is to be submitted. The bank details for submitting the EMD are: - Name of Account Holder - CENTRAL WAREHOUSING CORPORATION, Bank Name - CENTRAL BANK OF INDIA, Branch Name – SIX MILE, G.S. ROAD, KAMRUP, ASSAM - 781022, Account No.- 3314879845, IFSC – CBIN0284213, MICR - 781016024

PF Registration code number of Bidder

COPY of PF Registration number of Bidder

GST Registration code number of Bidder

COPY of GST Registration number of Bidder

PAN of the Bidder

COPY of PAN of Bidder

Whether Enlisted /Empaneled with CPWD/ MES/ Railway/ PWD/ CWC/any other PSU etc. if any,

Copy of Enlistment/Empanelment certificate Submitted or Not

Whether Bidder is executing or completed any work awarded by CENTRAL WAREHOUSING CORPORATION in Past Three FY Year (FY 2023-24, FY 2024-25 & FY 2025-26) and Current FY 2026-27.

Affidavit along with this PQ Performa (EXHIBIT-I) on NJS paper signed and submitted after filling necessary details.

Declaration of near relatives (EXHIBIT-IV) submitted.

Technical Eligibility Criteria:

See PQC S/n (5) in Appendix-II of NIT for details & qualifying limits.

Particular Technical Experience w.r.t. Similar Nature of Work:

Brief of Similar Nature Work Experience-1

Brief of Similar Nature Work Experience-2

Brief of Similar Nature Work Experience-3

See PQC S/n (6) in Appendix-II of NIT for details & qualifying limits.

Information on Financial Capabilities & Turn over

Annual Financial Turnover-Total Revenue (Income) (as per CA certificate and audited P&L Account)

The average of financial turnover for the last three financial years i.e. FY 2025-26, 2024-25 and FY 2023-24 Or FY 2022-23 (FY 2022-23 to be referred only when Audited turnover of FY 2025-26 is not available)

See PQC S/n (7) in Appendix-II of NIT for details & qualifying limits.

Annual Financial Turnover-Total Revenue (Income) from Construction Works (as per CA certificate and audited P&L Account)

See PQC S/n (8) of Appendix-II of NIT for details & qualifying limits.

Bidder's Profit after Tax (PAT) (as per CA certificate and audited P&L Account)

Bidder's Total Net worth (as per CA certificate and audited P&L Account)

copy of Audited Balance Sheets and Profit & Loss Statements for Annual financial turnover/ revenue (income), PAT & NETWORTH of Bidder (in support of Information provided above) to be submitted with Bid

Copy of Chartered Accountant’s Certificate as per format given in EXHIBIT VIII in support of information provided above on Annual financial turnover/ revenue (income), PAT of Bidder.

Chartered Accountant’s Certificate as per format given in EXHIBIT IX in support of information provided above on Net worth of Bidder.

Total Solvency in Rs. As per Banker certificate issued for this purpose

Banker's certificate in support of the above information as per EXHIBIT X submitted.

See PQC S/n (9) in Appendix-II of NIT for details & qualifying limits.

Duly signed copy of Pre Contract Integrity Pact as per EXHIBIT-XI

IMPORTANT NOTES:

1. Tenderers have to fill complete details in Pre-Qualifying Performa (Bidder Information Summary) in sheet uploaded over tender portal.

2. Documents pertaining to the above details should be scanned and uploaded on e-tendering website at the time of on-line tender submission.

3. RTGS/NEFT E-payment Challans with UTR no. duly authenticated by Bank may also be scanned & uploaded along with tender submission.

4. Bidder must refer Tender Information Summary (TIS) in APPENDIX-I, PRE QUALIFICATION CRITERIA (PQC) in (APPENDIX-II) and Tender eligibility criteria as per ITB clause 3 (APPENDIX-IV) appended with NIT before filling this PQ Performa and Affidavit.

5. The PQ Performa EXHIBIT-I along with Its Annexure (Affidavit) enclosed with this Performa is mandatory and must be submitted by the Bidder.