Tender For Design & Construction Of Elevated Viaduct, Twin Tunnel (Up & Down By Shield Tbm), Cut & Cover Tunnel, Mid Ventilation Cum Emergency Egress Shaft, Cross-Passages With/Without Sump, R S, Two (02) Underground Stations (Bengali Chauraha & Pala
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Nov 2026
26 days left
EMD
11.91 Crore
Bank guarantee accepted
Document Fee
50000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Indore → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Design & Construction Of Elevated Viaduct, Twin Tunnel (Up & Down By Shield Tbm), Cut & Cover Tunnel, Mid Ventilation Cum Emergency Egress Shaft, Cross-Passages With/Without Sump, R S, Two (02) Underground Stations (Bengali Chauraha & Palasia Chauraha) Including Architectural Finishing, Water Supply, Sanitary Installation, Drainage Works In Entire Section Between Chainages 1+283.324 And 6+595.616 For Mainline And -0+086.476 And 0+264.740 For Sick/Future Line Of Indore Metro Rail Project.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-Oct-2026 | Corrigendum-1 | Date | 05-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Schedule 'A'Lump Sum Component of the Works |
| 2 | Total Quoted Amount in Indian Rupees (INR) |
| 3 | Total Quoted Amount in Foreign Currency |
| 4 | Total Quoted Amount in Foreign Currency |
| 5 | Schedule 'B'Item Rate Component of Architectural & Plumbing Works (Non-DSR) |
| 6 | Total Quoted Amount in Indian Rupees (INR) |
| 7 | Schedule 'C'Item Rate Component of DSR 2023 Civil Items |
| 8 | Total Quoted Amount in Indian Rupees (INR) |
| 9 | Schedule 'D'Item Rate Component of Landscaping Works (DSR 2025) |
| 10 | Total Quoted Amount in Indian Rupees (INR) |
| 11 | Schedule 'E1'Shifting / Relocation of Utilities (Civil : Water Supply & Drainage Work) |
| 12 | Total Quoted Amount in Indian Rupees (INR) |
| 13 | Schedule 'E2'Shifting / Relocation of Utilities (Electrical Utilities) |
| 14 | Total Quoted Amount in Indian Rupees (INR) FINANCIAL BID: SCHEDULE OF RATES AND PRICES - TENDER TOTAL (TT) Tender Inviting Authority: Madhya Pradesh Metro Rail Corporation Limited Name of Work: “Design & Construction of Elevated Viaduct, Twin Tunnel (Up & Down by Shield TBM), Cut & Cover tunnel, Mid Ventilation cum Emergency Egress shaft, Cross-passages with/without sump, Ramps, Two (02) Underground Stations (Bengali Chauraha & Palasia Chauraha) including Architectural finishing, Water Supply, Sanitary Installation, Drainage works in entire Section between chainages 1+283.324 and 6+595.616 for mainline and –0+086.476 and 0+264.740 for sick/future line of Indore Metro Rail Project.” Contract No: IN-06 Name of the Bidder/ Bidding Firm / Company : SCHEDULE OF RATES AND PRICES Sl.No. Schedule Schedule Description TOTAL QUOTED AMOUNT Quoted Amount in INR Quoted Amount in Foreign Currency (USD only) Quoted Amount in Foreign Currency (Euro only) INR USD EUR |
| 15 | Schedule 'A' |
| 16 | Schedule 'B' |
| 17 | Schedule 'C' |
| 18 | Schedule 'D' |
| 19 | Schedule 'E1' |
| 20 | Schedule 'E2' TENDER TOTAL PRICE SCHEDULES 0.0 0.0 0.0 INR Zero Only USD Zero Only EUR Zero Only Exchange Reference Rate (as per ITT Clause 6.5.3) Reference Date: Source: Exchange Reference Ratein INR/ 1 EUR or INR/ 1 USD 1.0 1.0 TENDER TOTAL(converted to equivalent INR as per ITT Clause 6.5.3 by converting foreign currency portion to equivalent INR and then adding the same to INR portion) for evaluation and comparison 0.0 INR Zero Only SCHEDULE 'A': Lump Sum Component of the Works Tender Inviting Authority: Madhya Pradesh Metro Rail Corporation Limited Name of Work: “Design & Construction of Elevated Viaduct, Twin Tunnel (Up & Down by Shield TBM), Cut & Cover tunnel, Mid Ventilation cum Emergency Egress shaft, Cross-passages with/without sump, Ramps, Two (02) Underground Stations (Bengali Chauraha & Palasia Chauraha) including Architectural finishing, Water Supply, Sanitary Installation, Drainage works in entire Section between chainages 1+283.324 and 6+595.616 for mainline and –0+086.476 and 0+264.740 for sick/future line of Indore Metro Rail Project.” Contract No: IN-06 Name of the Bidder/ Bidding Firm / Company : SCHEDULE OF RATES AND PRICES Item No WORK DESCRIPTION Unit Total Qty. TOTAL QUOTED AMOUNT(inclusive of all taxes, duties, cess etc. except GST) INR USD Euro |
| 21 | Schedule 'A' |
| 22 | Lump Sum Component of the Works Total (Brought to Tender Total Sheet) 0.0 0.0 0.0 |
| 23 | Schedule 'B'Item Rate Component of Architectural & Plumbing Works (Non-DSR) |
| 24 | Schedule 'C'Item Rate Component of DSR 2023 Civil Items |
| 25 | Schedule 'D'Item Rate Component of Landscaping Works (DSR 2025) |
| 26 | Schedule 'E1' Shifting / Relocation of Utilities (Civil : Water Supply & Drainage Work) covered in Integrated Standard SOR-2021 for Water supply and sewerage works and circular no. क्रमांक /यां. प्र. /07 /2024 /8214 dated 05.07.2024 issued by UADD, Govt. of MP. |
| 27 | Schedule 'E2' Shifting / Relocation of Utilities (Electrical Utilities)covered in SOR 2025-26 of Madhya Pradesh Madhya Kshetra Vidyut Vitaran Company Limited (Applicable to Utility Owning Agencies) |
| 28 | Schedule 'B'Item Rate Component of Architectural Works (Non-DSR) |
| 29 | Section ‘B-1’: Granite and Stone Work (Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 30 | Section ‘B-2’: Foam Concrete (Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 31 | Section ‘B-3’: Wood Works(Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 32 | Section ‘B-4’: Stainless Steel Works(Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 33 | Section ‘B-5’: Aluminium Works(Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 34 | Section ‘B-6’: Glass Works(Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 35 | Section ‘B-7’: False Ceiling Works(Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 36 | Section ‘B-8’: Steel Works(Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 37 | Section ‘B-9’: Flooring works(Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 38 | Section ‘B-10’: Finishing works(Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 39 | Section ‘B-11’: Other Metal works(Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 40 | Section ‘-‘B-12': Fire Door Works (Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 41 | SECTION-\\"B-13\\": Soil Waste & Vent Pipes And Fittings (Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 42 | Section ‘B-14’: Sewerage And Drainage System (Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 43 | Section ‘B-15’: Water Supply (Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 44 | Section ‘B-16’: Rain Water Pipes (Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 45 | Section ‘B-17’: Miscellaneous Items (Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 46 | Section ‘B-18’: Suction & Delivery Pipes & Valves For Water Supply Pumps (Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 47 | Section ‘B-19’: Sanitary Fixtures And Fittings (Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 48 | Section ‘B-20’: Pipe Works For Hydraulic Services (Brought from Sub-Total of \\"SCH-B-ATCH\\") |
| 49 | Section ‘B-21’: Piping Ancillaries For Hydraulic Services (Brought from Sub-Total of \\"SCH-B-ATCH\\") Attachment to Schedule 'B' - Bill of Quantity (Architectural & Plumbing Works) (Non-DSR Item) Tender Inviting Authority: Madhya Pradesh Metro Rail Corporation Limited Name of Work: “Design & Construction of Elevated Viaduct, Twin Tunnel (Up & Down by Shield TBM), Cut & Cover tunnel, Mid Ventilation cum Emergency Egress shaft, Cross-passages with/without sump, Ramps, Two (02) Underground Stations (Bengali Chauraha & Palasia Chauraha) including Architectural finishing, Water Supply, Sanitary Installation, Drainage works in entire Section between chainages 1+283.324 and 6+595.616 for mainline and –0+086.476 and 0+264.740 for sick/future line of Indore Metro Rail Project.” Contract No: IN-06 Name of the Bidder/ Bidding Firm / Company : Item No. Description of Item/ Work Unit Quantity Rate (inclusive of all taxes, duties, cess etc. except GST) Amount |
| 50 | 2.0 ARCHITECTURAL WORKS |
| 51 | Section ‘B-1’: GRANITE AND STONE WORKS GRANITE STONE |
| 52 | Providing and laying gang saw cut 30 mm thick, Honed / Flamed / 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 20 mm 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. (Granite samples: Jhalor baige, cheema pink, Lakha Red, Ruby Red, Imperial Red Sadharhali, Tan Brown, Steel Grey, Black, Raw silk, White Raw silk, Davara Gold or as per selection) |
| 53 | Providing and laying 30mm thick Honed / Flamed / Polished finish granite slab (sample of granite stone shall be approved by Engineer- in-charge) on treads & landings of steps (including bull nosing, rounding the nose and making groove) of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm 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. (Granite samples: Jhalor baige, cheema pink, Lakha Red, Ruby Red, Imperial Red Sadharhali, Tan Brown, Steel Grey, Black, Raw silk, White Raw silk, Davara Gold or as per selection) |
| 54 | Providing and laying 20mm thick mirror polished Granite Stone in Risers of steps of approved colour, size and pattern, (sample of granite stone shall be approved by Engineer- in-charge) over 12 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of granite stone complete as per specifications and relevant drawings. (Granite samples: Jhalor baige, cheema pink, Lakha Red, Ruby Red, Imperial Red Sadharhali, Tan Brown, Steel Grey, Black, Raw silk, White Raw silk, Davara Gold or as per selection) |
| 55 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 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 samples: Jhalor baige, cheema pink, Lakha Red, Ruby Red, Imperial Red Sadharhali, Tan Brown, Steel Grey, Black, Raw silk, White Raw silk, Davara Gold or as per selection) |
| 56 | Providing and fixing dry cladding with Granite upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (Granite samples: Jhalor baige, cheema pink, Lakha Red, Ruby Red, Imperial Red Sadharhali, Tan Brown, Steel Grey, Black, Raw silk, White Raw silk, Davara Gold or as per selection)(The steel frame work & stainless steel cramps shall be paid for separately. Nothing else shall be paid extra). Sub-Total of Section ‘B-1’ (Granite and Stone Works)(carried forwarded to Schedule ‘B’) 81390314.28 |
| 57 | Section ‘B-2’: Foam Concrete |
| 58 | Providing and Laying of Foam Concrete under Raised Floor as / of density 1200kg/cum Sub-Total of Section ‘B-2’ (Foam Concrete Works)(carried forwarded to Schedule ‘B’) 150773.28 |
| 59 | Section ‘B-3’: WOOD WORKS |
| 60 | Providing & fixing Toilet Cubicle (of following standard dimension which includes 600mm door size width) made of heat, bacteria, water, chemical, scratch, impact and anti-bacterial resistant 12mm thick solid compact laminate panels tested in approved laboratory. Finish the compact laminate must be Suede, Raw silk model includes doors, pilasters & intermediate panels finished with approved texture/shade as per the detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS- 476/97 standard. This also includes providing and fixing in position necessary hardware made out of Stainless steel (Grade 304) as per manufacturer’s specifications & Engineer instructions like (1) Doorknob, (2) Gravity Hinges, (3) Thumb turn lockset with Occupancy indicators, (4) Coat hooks with Door stopper (5) U- Channels, (6) Adjustable foot/pedestal, (7) Top rail (8) Rubber noise deafening tape, (9) Screws & wall Plugs. All screws will of 304 Grade in stainless steel with satin finish. All pilasters are supported by stainless steel Bottom Cladding - will be anchored to the floor with a clearance height up to 150mm.The top fitting should consist of SS round top rail which will get fixed with pilasters SS wall fixing is used only on the wall which will hold the SS top rail. Note: The Rates includes all necessary Materials, Labour, Tools and plants. Nothing to be paid extra Toilet Cubicle with standard dimension of 2000-2100mm Height x 1000mm Width x 1500mm Depth, which includes 600mm door size width). No. 22.0 30683.43 675035.46 Toilet Cubicle (Front Partition) with standard dimension of 2000- 2100mm Height x 1000mm Width which includes 600mm door size width). No. 6.0 28433.31 170599.86 |
| 61 | Providing and fixing of solid grade compact HPL as per 438-6 as per EN 438 -6 Type EGS ( Exterior General Standard) manufactured using specially treated acrylic resins under high pressure and temperature & hardened into sheets, thus providing all weather protection and UV Resistance on an Aluminum Sub Structure of Aluminum tube Channel having thickness 63x25x2mm, it should be powder coated with approved colour complete in all respect as per Engineer-in-Charge (used for Facade cladding, canopies, fences, pergola, outdoor cladding, balcony cladding, railing gate, elevation, etc. 6 mm thick HPL Sqm 1724.9999999999998 3412.65 5886821.25 12 mm thick HPL Sqm 1169.7142857142856 4368.0 5109312.0 |
| 62 | Extra for CNC cutting of HPL (High Pressure Laminate) / Acrylic solid surface as per design apprived by Engineer-in-charge. Sub-Total of Section ‘B-3’ (Wood works)(carried forwarded to Schedule ‘B’) 16057619.28 |
| 63 | Section ‘B-4’: STAINLESS STEEL WORKS |
| 64 | STAINLESS STEEL RAILING GLASS & GLASS BALUSTRADE 4.01.01 SS HAND RAIL & TOUGHENED GLASS BALUSTRADE Supplying, fabricating, SATIN FINISH, errection of required height (1100) mm high SS hand railing system, System comprising of 42mm Dia & 1.6mm thick Top-Rail Stainless steel Grade 304 connected to 50 mm Dia 3.15mm thick Baluster through Stainless Steel Saddle Plate connector. And a Grab Rail of 38mm Dia connected to Baluster through a Stainless Steel Stem Key. Baluster fixed to slab with GI Baseplate & M16x200 mm Fastener. A SS cover plate would be provided above GI Base Plate. Infill of 1 No. 12mm thick toughened Laminated glass connected to baluster with Stainless Steel Twin- arm Spider Clamp with gap clearance as per the NBC guidelines. Rm 1267.9571428571428 3224.24 4088198.14 4.01.02 SS HAND RAIL & TOUGHENED GLASS BALUSTRADE Supplying, fabricating, SATIN FINISH, errection of required height (1000) mm high SS hand railing system, System comprising of 42mm Dia & 1.6mm thick Top-Rail Stainless steel Grade 304 connected to 50 mm Dia 3.15mm thick Baluster through Stainless Steel Saddle Plate connector. Baluster fixed to slab with GI Baseplate & M16x200 mm Fastener. A SS cover plate would be provided above GI Base Plate. Infill of 1 No. 12mm thick toughened Laminated glass connected to baluster with Stainless Steel Twin- arm Spider Clamp with gap clearance as per the NBC guidelines. Railing to be fixed over concrete upstand as per architectural design. Rm 848.3714285714285 2579.39 2188280.78 4.01.03 STAINLESS STEEL CLADDING STAINLESS STEEL CLADDING Providing , Fabricating, Polishing & Erection of Required Height, Shape and Designing Comprising of 2 mm thick SS Grade 304 Sheet Cladding Over Wall, RCC beam/ column on Aluminum Base frame of 25x35x5mm and 5mm thk & 450 mm width. SS panel with embossed finish as per the archtiectural intent with vertical and horizontal grooves as per the approved drawing. SS footrail with 38mm dia pipe mounted from the wall / column surface to protect the SS Cladding as per the Architectural design. Aluminum framing included in the rate. MS support if required shall be paid as per DSR rate. Sqm 697.0 5208.38 3630240.86 |
| 65 | STAINLESS STEEL ARTICLES Fabricating and supply of stainless steel (conforming to grade SS 304 satin finish) four-seater bench without backrest as per drawing. Kg 2647.2999999999997 409.12 1083063.38 Sub-Total of Section ‘B-4’ (Stainless Steel Works)(carried forwarded to Schedule ‘B’) 10989783.16 |
| 66 | Section ‘B-5’: ALUMINUM WORKS |
| 67 | ALUMINIUM SKIRTING Supply & Fixing homogeneous & abrasion resistant Aluminum Skirting 1.6mm thick of desired shade & in desired patterns using suitable adhesive to give smooth & even lavel with all labour, material etc as required for proper completion of work. |
| 68 | ALUMINUM WINDOWS & GLAZING Providing, fabricating and installing in position, pure polyester powder coated aluminum doors, windows, curtain walling, skylights, partitions, grilles, glazing with extruded aluminum sections and profiles complete in all respects in straight or faceted profiles including arched angular in elevation including sub frames in tubular aluminum (having mill finish), outer frames, architraves, beading, wool pile 6mm thick clear float glass, gaskets, all complete. The minimum sizes, thickness and weights per unit length of the aluminum sections to be given by tenderer, however, nothing extra shall be payable to the Contractor for using larger/heavier sections than those given, if found inadequate including all fittings. Sqm WINDOWS TYPES Openable / sliding / side hung / windows. Sqm 28.0 6624.85 185495.8 Fixed glazing Sqm 22.0 6204.24 136493.28 |
| 69 | FLUTED PANELSFlute of width 30 mm and height 30 mm manufactured from galvanised steel 120 gsm of thickness 0.5 mm with flange 10 mm on 2 sides with each corner radii on face side and back side not more than 0.6 mm. Length of each flute will be 2400 mm- electrostatically polyester powder coated to shade as approved by architect with dry film thickness of 60-80 Microns, with powder application using Gema Corona System automatic guns with reciprocator and cured in indirectly heated oven. Panels will move through a conveyor and enter the oven from one side and exit from the other side as per curing schedule approved by the powder manufacturer. Back panel of galvanised steel 120 gsm of thickness 1mm size of 1200 x 2400 mm of flange25mm on all 4 sides with electrostatically polyester powder coated to shade as approved by architect with dry film thickness of 60-80 Microns. Flute is equally spaced at 75mm center-center distance and riveted with 3 x 25mm POP rivets on back panel at 8 points on each flute. After riveting the gap between back panel and flute's flange should not be more than 0.5 mm. The panels will be finished and assembled at factory. Grid Carrier of width 67 mm x length 2400 mm x with double flange of 25 mm made of 120gsm galvanised steel with thickness 1.2mm powder coated with electrostatically polyester to Black shade with dry film thickness of 60-80 Microns. Installation - The grid carrier to be fixed to the wall directly using SS Self tapping size of screws size of M6 or to the back structure made of square tube using connector bracket made of 2 mm MS powder coated to Black. Panels to be installed bottom panel first by clipping on the flange hook on to the slot in the grid carrier. Including all required support with structural steel hollow sections of required sizes. Sub-Total of Section ‘B-5’ (Aluminium Works)(carried forwarded to Schedule ‘B’) 1243767.08 |
| 70 | Section ‘B-6’: GLASS WORKS |
| 71 | CLEAR TOUGHENED LAMINATED GLASS Providing and installing fixed security glass wall assembly of stainless steel frame to ticket offices, EFO, Security Room etc. with specified fixings and finish using 2 sheets of 6mm thick toughened glass with nominal gap silicone sealant joints. Glass shall be clear, toughened and laminated with 1.52mm thick polyvinyl butyral layer- all complete as per relevant architectural drawings and specification with cut out & holes. Glass should be fixed with continous U-Channel concealed at top and bottom for seamless appearance. |
| 72 | GLAZED DOORProviding and fixing of toughened glass door (10mm thick glass) in EFO including stainless steel door handles, deadlock and Floor spring complete necessary cutting in granite flooring for housing of floor spring as / drawing. Smoke Down Stand |
| 73 | Providing and fixing structural glass assembly of glazed smoke down stand using 2 sheets 6mm thick toughened glass with nominal gap silicon sealant joint. Glass shall be clear, toughened and laminated with 1.52mm thick polyvinyl butyral layer, as per specification and grade 304 stainless steel of hairline finish assembly fixing on bolted patch plate & SS Spider Fitting with counter sunk screw including down hang galvanised bracket support from structural slab using approved anchor as shown in the detailed drawing, including providing and fixing Rock Wool packing with 12mm thk calcium silicate board as per specification from 1500 to 2000 mm height above false ceiling and bottom edge finished with 3mm grade 304 SS pressed plate as per relevant architectural drawing, for fire separation.(for payment purposes area of glass only shall be measured). |
| 74 | Providing & fixing 8mm thick toughened glass on wall with glued fitting and on glass back side Translucent film of approved shade the vinyl should be 2-mil thick with or without adhesive: 3 to 4 mils (0.08 to 0.1 mm), long-term cast vinyl films with a synthetic lay flat liner that is not affected by water or humidity. The film should be plotter cut as per the approved design. Warranty to be given by vinyl company for 5 years. |
| 75 | Back Painted GlassProviding and Fixing 8mm thk glass (non toughened) planilaque regular series colour over 12mm marine plywood/Cement Board (As per Engineer's selection) & as per approved drawings Sub-Total of Section ‘B-6’ (Glass Works)(carried forwarded to Schedule ‘B’) 5125960.26 |
| 76 | Section ‘B-7’: FALSE CEILING WORKS |
| 77 | Metal Baffle Ceiling Providing and fixing vertical baffle ceiling system comprising of baffles 50 mm wide & 150mm Height, installed at 150mm C/C distance manufactured from 0.6mm GI sheets, Baffle ceiling are supplied with the end cap matching the similar finish of baffle. Tolerances according to TAIM, DIN EN 13964 and quality controlled to ISO 9001:2008 approved by TUV. Substructure for Vertical baffle ceiling system consisting of U-shaped galvanised mounting rail carriers 1.5mmThick installed perpendicularly to U 1040 form punched angles at maximum 1200mm centres using cross connectors. The primary profiles must be connected to one another with longitudinal splice connectors. The entire ceiling module shall be suspended with 6mm diameter galvanized steel threaded rods from the true ceiling officially approved anchor fasteners maximum at 1200mm Centres as per the requirements of DIN EN 13964 and the statics of the system. Ensure horizontal and flush alignment during installation. Finishes of vertical baffle ceiling system: RAL powder coated finish of 60 microns thick coating. No Pre-Coated products shall be accepted. Note: The rates include all materials, Labours, tools, plant and equipment. Nothing shall be paid extra. Linear baffle ceiling Sqm 8346.699999999999 5719.72 47740786.92 Sub-Total of Section ‘B-7 (False Ceiling Works)(carried forwarded to Schedule ‘B’) 47740786.92 |
| 78 | Section ‘B-8’: STEEL WORKS |
| 79 | Motorised Rolling Shutters Providing and fixing Automatic Galvanized Industrial Motorized Rolling Shutters with grills for ventilation (heavy duty) made out of approved make, required size and shape with G.I. guides control box drive unit, bracket plate, mortar and with all other necessary accessories complete in all respect as instruction of Engineer-in- charge. Note: The rates include all materials, labours, tools and plant, equipment etc. Nothing shall be paid extra for this item. Sqm 54.0 7440.53 401788.62 |
| 80 | Supplying and fixing rolling shutters of approved make, made of required size G.I. 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 G.I. laths with 1.25 mm thick top cover Sqm 54.0 3012.45 162672.3 |
| 81 | GALVANISED IRON DOORS (NON FIRE RATED)Providing and fixing door with shutter fabricated from 18 gauge thick galvanised steel sheets press formed to provide a 46mm thick fully flushed double skin door with lock seam joints at stile edge and infill insulation kraft core. Door frames 57x120 mm approx. to be double rebated made of 16 gauge galvanised steel. Door shutter and frame to be primered in stoving grade epoxy zincphosphate primer and finished in aliphatic grade u.v. resistance polyurethane paint. Door shutter and frames to have all hardware preparations, prepunctured at the factory all complete with and including filling of door frames with P.C.C. 1:5:10 (1 cement : 5 aggregate : 10 coarse sand). 8.03.01 Single leaf door shutter Sqm 80.0 4078.52 326281.6 8.03.02 Double leaf door shutter Sqm 5.0 4078.52 20392.6 8.03.03 Extra for 250 x 150 mm vision panel with 6mm thick clear toughened glass. No. 90.0 507.06 45635.4 8.03.04 Extra for provision of air transfer grille appx. 400x400 mm No. 90.0 2425.06 218255.4 8.03.05 Heavy Duty Door Closer Each 90.0 1653.45 148810.5 8.03.06 Mortice lock -240 with double pin cylinder having master arrangement and ss handles Each 80.0 2976.2 238096.0 8.03.07 Concealed SS finish tower bolts (300mm) Each 90.0 606.26 54563.4 8.03.08 SS Ball Bearing hinges Each 360.0 242.35 87246.0 8.03.09 SS handles for single / double leaf door Each 10.0 475.61 4756.1 8.03.10 Panic Bar for Double leaf door Each 5.0 13778.76 68893.8 |
| 82 | Providing and installing counters of 30x30x3mm MS frame (with primer and 2 coats of epoxy paint) carcass fixed to RCC wall / Block wall with dash fastner in TOM, EFO, SCR, Security/ Police Room etc. with 30mm thick polished & moulded Granite top (as per Engineer's selection) with all cutouts/ openings including providing and fixing over 12mm thick cement board complete of approved quality as per specifications and relevant drawings (Plan area shall be considered for measurement). Sub-Total of Section ‘B-8’ (Steel Works)(carried forwarded to Schedule ‘B’) 2159235.56 |
| 83 | Section ‘B-9’: FLOORING WORKS |
| 84 | Providing and fixing of Tactile indicator made from SS- 316 grade stainless steel with mirror finish. This Tactile should be rich / best quality. All the indicators shall be installed into correctly drilled holes and place using suitable adhesive. All the indicators shall be aligned properly. Note: - The rates include all materials, Labours, tools, plant and equipment. Nothing shall be paid extra. 9.01.01 Warning Tactile indicator – Shall be installed on the walking surface in a raised grid pattern of ‘dots or studs. They shall be placed at centre to centre placing of 61mm, measured along one side of a square arrangement. Minimum10 studs to be placed in direction perpendicular to the direction of travel. Size – 35mm dia. x 4.5mm ht Underside -10mm dia stem. Each 68.99999999999999 74.28 5125.32 9.01.02 Directional Tactile indicator – They shall be installed on walking surface, consisting of series of raised bar, oriented in line with direction of travel as per approved drawing. Min 4 bars to be placed in direction perpendicular to distance of travel. Size – 35mm wide x 4.5mm high x 288mm long Underside-3x15mm Each 100.0 394.61 39461.0 |
| 85 | Providing and fixing of Tactile indicator made from Polyurathene (PU) with high luminance contrast, High UV Stability, impact and abrasion proof and provide an anti slip surface. This Tactile should be rich / best quality. Tactile tiles to have self adhesive backing based on peel and stick technology and to achieve seamless and precise installation on a smooth surface. All the indicators shall be aligned properly. Note: - The rates include all materials, Labours, tools, plant and equipment. Nothing shall be paid extra. 9.02.01 Tactile Tiles - Strips type. Directional Indicator of size 300 x 300 x 7 mm Sqm 96.6 3390.66 327537.76 9.02.02 Tactile Tiles - Studs type. Warning indicator of size 300 x 300 x 7 mm Sqm 18.4 3390.66 62388.14 Sub-Total of Section ‘B-9’ (FLOORING WORKS)(carried forwarded to Schedule ‘B’) 434512.22 |
| 86 | Section ‘B-10’: Finishing works |
| 87 | Providing and fixing 18 mm thick engineered marble cladding (engineered marble sample as approved by engineer-in-charge) of size upto and equal to 1200mm x 3000mm of colour and shade as approved by engineere in charge. The engineered marble cladding shall be on MS Frame with stainless steel clamps/pins as approved by engineer-in-charge. The item includes engineered marble stone, SS clamps/pins etc. but not inclusive of MS framework. The rate includes all materials, labour, tools, plant and equipment. The cost of MS framework shall be paid extra under relavant DSR-2021 item. |
| 88 | Providing and painting DECO PU paint of approved brand and shade over M.S Structure two or more coats to give an even shade, including one coat of primer, preparation of surface using automotive putty, thinner etc. surface duly emery papered to give a perfectly smooth and even prepared surface before painting etc. complete in all respect as per satisfaction of Engineer-in- charge. The rates include all materials, Labour, tools, plants and equipment. Nothing shall be paid extra on this item. |
| 89 | Ceramic coating over glass/SS sandwiched panels/ metal sheets/ tiles etc. designed as desired and using ceramic coating on toughened glass to achieve any colour and shade as approved by engineer-in-charge on toughened glass of any thickness. Printing shall be smooth/ textured as directed by the engineer-in-charge. It is including the cost of transportation, loading and unloading etc complete as per architectural drawing and direction of Engineer in Charge. |
| 90 | Supply &Fixing of minimum 1.2thick vitreous Enamel panel and maximum size length of 1800mmx1000mm(Maximum length 3000 mm x1400 mm) With the enamel coating of ground coat 70 um cover coat 80 um , total 180 um depended on colour . The spray will be of dry powder electrostatic adsorption . the panel will be puffedwith 15 mm Aluminium Honeycomb for execellent rigidity and sound proofing ,Immune to corrosion and backing with 0.5 mm electro galvanised steel with moisture resistant coating behind the rigidity support backing . Adhesive will be Epoxy resin clue and will be sealed with weather silicone sealant . The panel will be fixed on the frame work as back support (Digital Print). NOTE :-All colours are not made by dry powder electrostatic powder enamelled . Suppose if you choose red colour , we need to make the panels in white colour by powder enamelling first , then we have to make the white panel red by wet enamelling (along with back frame structure ) |
| 91 | Aluminium Plain/Perforated Claddings at all locations:Design, Providing, supply, fabrication and installation of Aluminium Plain/ Perforated sheet cladding as per approved pattern in all colours of approved brand for wall cladding at all heights and elevations including necessary aluminium sheet of 2mm thick. The sheet shall be bend in \\"Z\\" format system where the grooves will be of open type and sheet shall be fixed in every joints. The sheet surface shall be finished with powder coating on the front & back side. The aluminium sheet shall be of AA1200 alloy with H14 temper, the aluminium sheets shall be powder coated in approved colour with minimum 60 microns coating. Rate is including of all materials, aluminium sheets, perforation, powder coating, making & fixing charges. (MS frame work will be paid separately) |
| 92 | Digital UV printing over glass/SS sandwiched panels/ metal sheets/ tiles etc. designed as desired and using original UV 8 colours inks with 29 picolite spectra galaxy print head or equivalent, double deposition of ink, on vacuum table of size bigger than 2500X1500 for precision holding of metal sheet etc including the cost of transportation, loading and unloading etc complete as per architectural drawing and direction of Engineer in Charge. Printing shall be smooth/textured as directed. Sub-Total of Section ‘B-10’ ( Finishing WORKS)(carried forwarded to Schedule ‘B’) 13869907.93 |
| 93 | Section ‘B-11’: OTHER METAL WORKS |
| 94 | Supplying and fixing of Galvalume Louver to structural frame work as per drawing detail including all necessary fixtures and structural framework complete as per direction of Engineer in charge. Leaves will be made by 0.55mm TCT Hi tensile Galvalume sheet with both side stiffening rib . Sheet shall have a hot dip metallic Zinc & Aluminium alloy coating . Measurement will be on area basis along outermost edge of frame installed at site.(Nothing shall be paid extra) Sub-Total of Section ‘B-11’ (OTHER METAL WORKS)(carried forwarded to Schedule ‘B’) 4180000.06 |
| 95 | Section ‘-‘B-12': FIRE DOOR WORKS |
| 96 | Providing and fixing 60 mm thick glazed fire resistant door shutters of conforming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/ sqm) duly filled mineral wool insulation having density minimum 96 kg/ cum and fixing with necessary stainless steel ball bearing hing es of size 100x89x3 mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-Charge (including panelling). including Shop drawings 120 minutes Fire rating Sq.Mt 742.4 9910.04 7357213.7 Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet (Zinc coating not less than 120 gm/sqm) suitable for mounting Fire Rated Glazed Door Shutters. The frame shall be filled with mineral wool Insulation having density minimum 96Kg/sqm. The frame will have a provision of G.I. anchor fastners 14 nos (5 each on vertical style & 4 on horizontal style of size M10 x 80) suitable for fixing in the opening along with factory made template for SS ball bearing hinges of size 100x89x3 mm for fixing of fire rated glazed shutter. The frame shall be finished with an approved fire resistant primer or powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- Charge including Shop drawings 120 minutes Fire Rated 1424.0 1816.53 2586738.72 12.01.3 Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-Charge with glass of required thickness having integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredited labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. 120minutes of fire resistance Sq.m. 194.325 36016.86 6998976.32 12.01.4 DOOR CLOSERHeavy Duty Door closer Each 382.0 3182.9 1215867.8 12.01.5 SS HANDLEEurofile Mortice lock 240 with double pin cylinder master arrangement and SS handles Each 352.0 3906.27 1375007.04 12.01.6 TOWER BOLTConcealed SS tower bolts (450mm) Each 764.0 1265.92 967162.88 12.01.7 SS HANDLE FOR DOUBLE LEAF DOORSS handles approved make for double leaf door Each 32.0 1302.08 41666.56 12.01.8 PANIC BARApproved make panic bar for double leaf door or similar item or similar make. Each 45.0 18084.62 813807.9 |
| 97 | ACCESS DOOR IN WALLSProviding and fixing 2 hour fire rated ACCESS DOOR fabricated in GMS Z sections with calcium silicate board 9mm thick infill inclusive of SS hardware and fire rated locks, fixed on GMS framework made of angles and channels as per drawing, complete for cutouts in walls. All assembly to be painted with fire retardant approved colour & shade. |
| 98 | ACCESS HATCHES IN CEILINGProviding, supply and fixing the a 2-hour fire rated floor/ceiling assembly access hatch door between various floor levels of the UG station. The produsct should include an optional UL Listed automatic rating of the door assembly (finish flooring similar to adjacent architectural flooring or must be filled with 1” (25.4mm)resistant coating and a pan cover designed to accept architectural flooring materials.The access door should be made of 1/4\\" (6.35mm) cover and extruded aluminum frame, Cover-Aluminum plate reinforced for 150 psf (732 kg/m2) live load and Intumescent fire coating applied to the underside of the cover. Designed with 1” (25.4mm) fillable pan for field installation of architectural flooring material up to 1/2” (12.7mm) thickness . The remaining depth must be filled with concrete to maintain the fire of concrete). Frame-Extruded aluminum frame with built- in anchor flange around the perimeter. Intumescent fire coating applied on the interior surfaces of the frame. Hinges:Continuous heavy-duty Type 316 stainless steel hinge.Latch: Pneumatic self closing system that automatically closes the door in the event of a fire when heat parts a UL- listed 165°F (74°C) fusible link Lift Assistance Compression spring operators enclosed in telescopic tubes. Mechanical hold-open system with release button automatically holds the cover in the open position. Sub-Total of Section ‘B-12’ (Fire Door Works)(carried forwarded to Schedule ‘B’) 23928074.11 PLUMBING WORKS |
| 99 | SECTION-\\"B-13\\":SOIL WASTE & VENT PIPES AND FITTINGS |
| 100 | Providing and fixing 100mm dia G.I. Inlet fitting of standard design and as shown in drawing with two-three inlets, suitable for 32mm to 50mm G.I. (a) Pipes and 75mm to 100mm outlet. |
| 101 | Providing and fixing CP Brass floor cleanout plug NEER Cat. No. NCO 8001 as per drawing complete with G.I. Socket jointed to drainage pipe outlet with lead caulked joint. (a) 100 mm dia Each 10.0 1527.11 15271.1 |
| 102 | Providing and fixing G.I. (heavy class) waste pipes and fittings conforming to IS : 1239 with M.S. clamp/hook including cutting chases and holes in RCC/Brick wall/Ceilings and making good the same in cement mortar 1:3 (1 cement : 3 coarse sand) to match with the surroundings for waste from wash basins, urinals, kitchen sink and sump, pump deliveries and suction etc. as shown in drawings and directed by the Engineer-in-Charge. (a) 32 mm nominal bore Metre 24.0 571.36 13712.64 (b) 50 mm nominal bore Metre 24.0 725.18 17404.32 |
| 103 | Providing, fixing and jointing UV stabilized SWR (Type - B) pipes conforming to IS:13592 including all fittings such as bends, clamps, tees, cowls, clean out plugs, offsets, Y-tees, Tees, Door fittings, clips, clamps, stays etc. conforming to IS:14735, including jointing with rubber gasket fixing in sunk areas, Fixing at wall/ ceiling level supported by steel clamps & hangers etc. including Cutting, chases/ holes in floors/ walls / slab and making good the same after pipe have been duly laid and testing complete in all respects. (a) 75 mm OD Rm 24.0 389.74 9353.76 (b) 110 mm OD Rm 157.0 722.3 113401.1 (c) 160 mm OD Rm 97.0 1192.55 115677.35 |
| 104 | Providing, fixing and jointing UV stabilized SWR (Type - B) pipes conforming to IS:13592 including all fittings such as bends, clamps, tees, offsets, Y-tees, tees, clips, clamps, stays etc. conforming to IS-14735, including jointing with rubber gasket fixing in sunk areas, Fixing at wall / ceiling level supported by steel clamps & hangers etc. including Cutting, chases/ holes in floors / walls / slab and making good the same after pipe have been duly laid and testing complete in all respects. (a) 50 mm OD Rm 36.0 336.06 12098.16 (b) 63 mm OD Rm 73.0 479.59 35010.07 |
| 105 | Providing and fixing in position uPVC SWR floor trap conforming to IS:13592 including providing necessary steel support and as per Specification. Making proper connection cutting chase / hole in floors / slabs and bringing the same in proper condition and shape after placing the trap in right position complete as required. The hopper and trap shall be set in cement concrete mix 1:2:4 complete as required. (a) 110 mm inlet and 110 mm outlet Nos 12.0 705.96 8471.52 |
| 106 | Providing and fixing PVC inlet hopper with two or three inlets fittings to receive waste pipes from fixtures waste. Providing and fixing Heavy Class SS grating with Cockroach proof SS |
| 107 | strainer of approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and FT. (a) Size 100 mm X 100 mm Nos 12.0 666.28 7995.36 Sub-Total of Section ‘B-13’ ( SOIL WASTE & VENT PIPES AND FITTINGS) (carried forwarded to Schedule ‘B’) 366355.3 |
| 108 | Section ‘B-14’ : SEWERAGE AND DRAINAGE SYSTEM |
| 109 | Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of RCC pipes including bed concrete as per specifications. (a) 450mm dia RCC Pipe Metre 87.0 1603.47 139501.89 |
| 110 | Providing and fixing G.I. pipes (I.S: 1239 medium class) complete with G.I. Fittings (a) 80 mm dia Metre 121.0 1191.11 144124.31 (b) 100 mm dia Metre 667.0 1453.17 969264.39 (c) 150 mm dia Metre 2275.0 2569.55 5845726.25 (d) 200 mm dia Metre 232.0 4045.03 938446.96 Sub-Total of Section ‘B-14’ (SEWERAGE AND DRAINAGE SYSTEM) (carried forwarded to Schedule ‘B’) 8037063.8 |
| 111 | Section ‘B-15’ : WATER SUPPLY |
| 112 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting and making good the walls etc. (Internal work) : Exposed on Wall (a) 80mm nominal bore Metre 657.0 1191.11 782559.27 |
| 113 | Painting G.I. pipes and fittings with synthetic enamel paint over a ready mixed priming coat, both of approved quality for new work (a) 80mm nominal bore Metre 657.0 31.77 20872.89 |
| 114 | Concealed pipe including painting with anti-corrosive paint, cutting chases and making good the wall. (a) 25mm nominal bore Metre 12.0 514.56 6174.72 |
| 115 | Providing and fixing lever operated gun metal ball valve with SS ball. (a) 20mm nominal bore Each 12.0 492.32 5907.84 (b) 25mm nominal bore Each 12.0 794.08 9528.96 (c) 32mm nominal bore Each 12.0 1270.52 15246.24 (e) 50mm nominal bore Each 12.0 2541.04 30492.48 |
| 116 | Providing and fixing cast iron Wafer type Butterfly valve complete with bolts, nuts, washers and neoprene gaskets as per specifications. (a) 50mm nominal bore Each 12.0 4685.04 56220.48 (b) 65mm nominal bore Each 10.0 6034.97 60349.7 (c) 80mm nominal bore Each 29.0 7146.7 207254.3 (d) 100mm nominal bore Each 5.0 8179.01 40895.05 (e) 150mm nominal bore Each 19.0 20986.4 398741.6 |
| 117 | Providing and fixing cast iron, double flange type non-return valve with swinging type gunmetal gate complete with bolts, nuts, washers and rubber gaskets conforming to IS:5312 (ISI marked). (a) 50 mm dia Each 5.0 5181.7 25908.5 (b) 65 mm dia Each 10.0 6556.48 65564.8 (c) 80 mm dia Each 10.0 7754.15 77541.5 (d) 100 mm dia Each 10.0 10491.64 104916.4 (e) 150 mm dia Each 19.0 17627.32 334919.08 |
| 118 | Providing & fixing full way lever operated forged brass ball valve of brass body with forged brass hard chrome plated steel ball tested to a pressure not less than 10 Kg / sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc. - (a) 15mm dia. Each 12.0 337.23 4046.76 Sub-Total of Section ‘B-15’ (WATER SUPPLY) (carried forwarded to Schedule ‘B’) 2247140.5699999994 |
| 119 | Section ‘B-16’ : RAIN WATER PIPES |
| 120 | Providing and fixing SWR uPVC pipes as per IS:4985 class-4 including all fittings e.g. bends junctions, cowls, offsets, clean out plugs etc. jointing with solvent cement including cutting holes in walls, floors excavation, refilling and disposal of surplus earth wherever required and making good . (a) 110 mm dia Metre 97.0 754.38 73174.86 (b) 160 mm dia Metre 121.0 1288.71 155933.91 (c) 200 mm dia Metre 24.0 1604.03 38496.72 |
| 121 | Providing and fixing cast iron gratings for water collection chamber (a) 100x100 Metre 97.0 72.21 7004.37 (b) 150x150 Metre 12.0 103.58 1242.96 (c) 200x200 Metre 12.0 155.4 1864.8 Sub-Total of Section ‘B-16’ (RAIN WATER PIPES) (carried forwarded to Schedule ‘B’) 277717.62 |
| 122 | Section ‘B-17’ : MISCELLANEOUS ITEMS |
| 123 | Providing and fixing 600mm long puddle flanges fabricated out of 6mm thick M.S. plates along with flanges of suitable size properly fixed in walls and top slabs of underground and overhead tanks. (a) 25mm dia pipe - 4.50 mm thck Each 5.0 158.83 794.15 (b) 32mm dia pipe - 4.65 mm thck Each 5.0 317.63 1588.15 (c) 50mm dia pipe - 4.50 mm thck Each 12.0 458.13 5497.56 (d) 65mm dia pipe - 4.65 mm thck Each 14.0 916.26 12827.64 (e) 80mm dia pipe - 4.85 mm thck Each 24.0 1145.34 27488.16 (f) 100mm dia pipe - 5.40 mm thck Each 29.0 1527.11 44286.19 (g) 150mm dia pipe - 5.40 mm thck Each 14.0 2748.78 38482.92 (h) 250mm dia pipe - 6.00 mm thck Each 5.0 4477.43 22387.15 |
| 124 | Providing & fixing MS vent pipe complete with 2 Nos. bends & painting with enamel paint all complete. (a) 100 mm dia Each 19.0 5082.11 96560.09 |
| 125 | Supplying and filling in plinth with jamuna sand under floors including, watering, ramming consolidating and dressing complete. |
| 126 | Providing and laying gravels of size 5 mm to 20 mm to required location as shown in the drawing. |
| 127 | Providing and laying gravels of size 5 mm to 10 mm to required location as shown in the drawing. a) 3 mm to 6 mm size Metre 10.0 1905.79 19057.9 b) 5 mm to 10 mm size Metre 10.0 1905.79 19057.9 |
| 128 | Providing and fixing Polymer Concrete Saucer self drainage channel of approved brand having no water penetration, having adequate bending tensile strength and compressive strength. The item Includes use of leveling course of cement mortar 1:3 (I cement: 3 coarse sand) up to 50mm over the existing floor to maintain required slope, laid and jointed with waterproof sealant, connection with drain etc complete. The framework and grating shall be paid separately. |
| 129 | Modular, bi-level/dual/High & Low height configured Water fountain access for adults and children or individuals with disabilities. Wall-mounted with a heavy-duty, internal galvanized steel mounting frame providing concealed support for both basins.Units must be designed to be barrier-free and compliant with \\"Harmonised Guidelines & standards for Universal Accessibility\\". Type 316 Stainless Steel with a brushed/satin finish. Basins must be designed to eliminate splashing and standing water.Vandal-resistant, chrome-plated brass bubbler heads with integrated flexible antimicrobial guards.Compliance with NSF/ANSI 61 (Drinking Water System Components) and BIS (Bureau of Indian Standards). Sub-Total of Section ‘B-17’ (MISCELLANEOUS ITEMS) (carried forwarded to Schedule ‘B’) 1240835.9 |
| 130 | Section ‘B-18’ :SUCTION & DELIVERY PIPES & VALVES FOR WATER SUPPLY PUMPS |
| 131 | Providing and fixing G.I. suction & delivery headers / pipes for water supply pumps (IS:1239 heavy class) with G.I. Fittings (bends, tees, reducers, plugs, union, flange & blank flanges etc) and clamps and jointing with teflon tape or hold tite including chase cutting and making good the walls, floors etc. wherever required. (a) 50 mm nominal bore Metre 133.0 1191.11 158417.63 (b) 65 mm nominal bore Metre 157.0 1365.82 214433.74 (c) 80 mm nominal bore Metre 133.0 1778.72 236569.76 (d) 100 mm nominal bore Metre 145.0 2144.01 310881.45 |
| 132 | Painting for G.I./MS Pipes with two or more coats of synthetic enamel paint of approved quality and shade over a coat of approved primer coat as directed including surface preparation (Shade as per pipe colour code) (a) 50 mm nominal bore Metre 133.0 63.53 8449.49 (b) 65 mm nominal bore Metre 157.0 79.4 12465.8 (c) 80 mm nominal bore Metre 133.0 103.24 13730.92 (d) 100 mm nominal bore Metre 145.0 119.1 17269.5 |
| 133 | Providing and fixing C.I. wafer type Butterfly valves conforming to PN 10 / 13095 with nuts, bolts, washers, 3mm thick insertion ruber gasket and two matching flanges as per table 'E' etc. complete. (a) 80 mm nominal bore Each 10.0 7146.7 71467.0 (b) 100 mm nominal bore Each 10.0 8179.01 81790.1 |
| 134 | Providing and fixing C.I. Double flanged horizontal type non-return valve of PN 1.6 to IS:5312 including nut, bolts, 3mm thick compressed asbestose, gasket, companion flanges as per table 'E'. (a) 50 mm nominal bore Each 14.0 5161.5 72261.0 (b) 65 mm nominal bore Each 10.0 6490.55 64905.5 (c) 80 mm nominal bore Each 19.0 7674.09 145807.71 (d) 150 mm nominal bore Each 14.0 17448.38 244277.32 |
| 135 | Providing and fixing suction strainer with M.S. flanged connection 1000mm long, fabricated from 16 gauge Brass sheet with 3mm slots. (a) 100mm nominal bore Each 5.0 10323.01 51615.05 |
| 136 | Providing and fixing C.I Y strainer (a) 80mm nominal bore Each 5.0 6495.27 32476.35 Sub-Total of Section ‘B-18’ ( SUCTION AND DELIVERY PIPES AND VALVES FOR WATER SUPPLY PUMPS ) (carried forwarded to Schedule ‘B’) 1736818.3200000003 |
| 137 | Section ‘B-19’ : SANITARY FIXTURES AND FITTINGS |
| 138 | Providing and fixing C.P. brass towel rail 24\\"as per approved make. |
| 139 | Providing and fixing grab bar 600mm as per approved make. |
| 140 | Providing, Fixing, testing & commissioning of ABS Heath Faucet (complete with hook and flexible SS tube min. Length 1.0 m) as required. -1.5 LPM. Fixture to be taken as IGBC approved or approved by Engineer Incharge/Architect Incharge |
| 141 | Providing and fixing, ABS plastic body liquid soap dispenser with push lever assembly complete with soap refill as per approved make. |
| 142 | Providing and fixing in position of white vitreous china counter below rectangular wash basin (size 580 x 450 mm) with granite top C.I. bracket painted white, 32 mm dia C.P. brass waste, C.P. brass chain with rubber plug, 32 mm dia C.P. cast brass bottle trap with extension piece, wall flanges and rubber adapters for waste connection complete including cutting and making good the walls floors wherever required. |
| 143 | Providing and fixing of C.P. brass soap dish fixed with C.P. brass screws and PVC rawl plugs complete, including cutting and making good the walls where required. |
| 144 | Providing and fixing of C.P. brass twin coat hooks fixed on door with C.P. brass screws complete in all respects. |
| 145 | Providing and fixing testing and commissioning of storage type water heater (Geyser) with automatic thermostatic control electric element, pressure release valve, M.S. nuts and bolts etc. conforming to IS: 2082, including cutting holes & making good the wall wherever required complete in all respects. (a) 25 Litres Each 12.0 15620.3 187443.6 |
| 146 | Supply, Fixing solid state, no touch operting, fully hygienic hand dryer of approved shade with single blower, with time delay, summer & winter control, music while drying, volume ON/OFF controls including providing necessary brackets, cable from drier to Plug, Plug top key and lock etc, complete as required. |
| 147 | Providing and fixing testing and commissioning of Water cooler - storage capacity 80 liter, including providing necessary brackets, cable from drier to Plug, Plug top key and lock etc, complete as required. |
| 148 | Providing and fixing Water Closet (European Type), Wall hung of approved make with UF seat cover Hinges, Accessories sets complete soft close seat cover outlet gasket / in let gasket complete with white colour) or any brand as approved by Engineer-in-Charge. |
| 149 | Providing and fixing wall hung / Sensor Urinal, integral electrical & battery (dual) operated, infrared sensor operated flush with pre flush 250 ml, post flush 350 ml and concealed water inlet. complete in all respect as per satisfaction of Engineer-in Charge. |
| 150 | Providing and fixing concealed Cistern of approved make (Complete set with flush plate) concealed cistern with floor mounting frame, installation kit and S type drain pipe connection set for wall hung WC with flush plate) as approved by Engineer-in-Charge. |
| 151 | Providing and fixing Stainless Steel (SS 304) Grab bars in doors, Grab bars in toilets, \\"L\\" shaped Grab bars, Swing bars for Closet, Grab bars near Mirror & Wash basin & other provisions as per NBC for all Differently Abled toilets |
| 152 | Providing & Fixing Baby Diaper Station made of HDPE capable of taking up a minimum load of 25kgs & other necessary plumbing requirements Sub-Total of Section ‘B-19’ ( SANITARY FIXTURES AND FITTINGS ) (carried forwarded to Schedule ‘B’) 1550373.05 |
| 153 | Section ‘B-20’ : PIPE WORKS FOR HYDRAULIC SERVICES The Pipe Work specified herein, must conform to Section E22 of the M & W Specifications, in addition to the description given in respective items of BOQ, whether explicitly specified or not. In case of contradiction between M & W specifications and description in BOQ, the most stringent of the condition will prevail. All the items / parts mentioned in relevant clauses of the M & W specifications and not specifically mentioned in BOQ shall be deemed to be included in the quoted rates, unless specifically excluded. |
| 154 | Providing and fixing Heavy Duty GI pipes of the following sizes conforming to IS:1239 and of M & W Specifications complete with all fittings and specials such as bends, tees, unions, reducers, flanges & plugs etc. conforming to IS:1879 and Section E22.0 of M & W Specifications including fixing at wall/ceiling level supported by structural supports, clamps, hangers etc. This also includes threading, jointing, making connections, cutting holes in wall/floor/slab and making good the same with cement concrete 1:2:4 complete in all respect as per specifications. a) 15 mm dia Rm 121.0 275.08 33284.68 b) 20 mm dia Rm 121.0 320.38 38765.98 c) 25 mm dia Rm 97.0 412.61 40023.17 d) 32 mm dia Rm 121.0 527.5 63827.5 e) 40 mm dia Rm 121.0 603.55 73029.55 f) 50 mm dia Rm 145.0 802.56 116371.2 g) 65 mm dia Rm 97.0 1032.33 100136.01 h) 80 mm dia Rm 73.0 1275.05 93078.65 i) 100 mm dia Rm 47.0 1802.55 84719.85 j) 150 mm dia Rm 73.0 2619.68 191236.64 |
| 155 | Painting of GI pipe and fittings of the following sizes with two or more coats of synthetic enamel paint, of approved quality and shade, as per pipe colour code over a coat of primer. This includes painting of legends with direction arrows complete as per specifications. a) 15 mm dia Rm 121.0 22.65 2740.65 b) 20 mm dia Rm 92.0 22.65 2083.8 c) 25 mm dia Rm 121.0 22.65 2740.65 d) 32 mm dia Rm 97.0 22.65 2197.05 e) 40 mm dia Rm 121.0 22.65 2740.65 f) 50 mm dia Rm 97.0 30.74 2981.78 g) 65 mm dia Rm 97.0 30.74 2981.78 h) 80 mm dia Rm 121.0 38.83 4698.43 i) 100 mm dia Rm 97.0 45.32 4396.04 j) 150 mm dia Rm 97.0 53.4 5179.8 |
| 156 | Providing protection to embedded G.I. Pipes and fittings of the following sizes, in wall chases, by wrapping two layers of 400 micron thick polythene sheet over two coats of bitumen. This includes proper overlaps on joints complete as per specifications. a) 15 mm dia Rm 145.0 45.32 6571.4 b) 20 mm dia Rm 97.0 45.32 4396.04 c) 25 mm dia Rm 169.0 45.32 7659.08 d) 32 mm dia Rm 121.0 58.24 7047.04 e) 40mm dia Rm 121.0 66.34 8027.14 f) 50mm dia Rm 145.0 66.34 9619.3 |
| 157 | Providing and fixing Insulation to hot water pipes of the following sizes (exposed) with 13 mm thick, flexible, closed cell, EPDM and low density elastomeric thermal insulation tube of expanded synthetic rubber, jointed with self adhesive rubber insulation tape including making good the walls as required. a) 15 mm dia Rm 193.0 603.55 116485.15 b) 20 mm dia Rm 217.0 702.24 152386.08 |
| 158 | Supply of centrifugally cast iron (spun) soil, waste & vent pipe of the following sizes conforming to IS 3989 and of M & W Specifications with all fittings such as access door, tees, bends, cowls etc. This includes jointing of 25 mm deep lead joint with refined pig lead. a) 75mm dia Rm 97.0 1137.52 110339.44 b) 80mm dia Rm 109.0 1190.92 129810.28 c) 100mm dia Rm 133.0 1721.64 228978.12 d) 150mm dia Rm 157.0 2451.4 384869.8 |
| 159 | Supply of C.I, class 'LA' pipe for soil and waste installations of the following sizes, conforming to IS:1536 and of M & W Specifications, cut to required lengths, with all necessary fittings conforming to IS:1538 & of M & W Specifications and specials such as bends, junctions, offsets and access door. a) 65 mm dia Rm 48.0 1580.87 75881.76 b) 100 mm dia Rm 48.0 2122.92 101900.16 c) 150 mm dia Rm 36.0 3336.49 120113.64 d) 200 mm dia Rm 48.0 4728.05 226946.4 e) 250 mm dia Rm 60.0 6231.23 373873.8 f) 300 mm dia Rm 36.0 7873.58 283448.88 g) 50 mm dia Rm 60.0 1527.48 91648.8 |
| 160 | Providing and laying 1:2:4 Cement Concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size), of 100 mm thickness, all round the pipe including 100 mm thick bed concrete, for the following C.I. class 'LA' pipes and specials, below floor, including necessary shuttering and timbering etc. complete as required. a) 100 mm dia Rm 97.0 969.23 94015.31 b) 150 mm dia Rm 109.0 969.23 105646.07 c) 250 mm dia Rm 72.0 1343.01 96696.72 d) 300 mm dia Rm 48.0 1611.6 77356.8 |
| 161 | Providing and fixing UV stabilized UPVC rain water pipe (SWR) with one end plain and other end socketed with injection moulded/fabricated fittings such as tees, bends, doors etc. and provided with square grooved along with 'V' shaped rubber ring including making good wall and flooring wherever necessary. The wall thickness of the pipe and other technical characteristics shall be conforming to IS: 13592/92 Type A. The jointing is to be completed with rubber lubricant. a) 110 mm (OD) Rm 145.0 412.61 59828.45 b) 160 mm (OD) Rm 145.0 611.65 88689.25 Sub-Total of Section ‘B-20’ ( PIPE WORKS FOR HYDRAULIC SERVICES ) (carried forwarded to Schedule ‘B’) 3829448.7700000005 |
| 162 | Section ‘B-21’ : PIPING ANCILLARIES FOR HYDRAULIC SERVICES The Pipe Ancillaries specified herein must conform to the M & W Specifications, in addition to the description given in respective items of BOQ, whether explicitly specified or not. In case of contradiction between M & W Specification and description in BOQ, the most stringent of the condition will prevail All the items / parts mentioned in relevant clauses of the M & W Specifications and not specifically mentioned in BOQ shall be deemed to be included in the quoted rates, unless specifically excluded. |
| 163 | Providing and fixing Brass ball Valves of the following sizes conforming to BS 5351 and the M & W Specifications, suitable for pressure rating of 10 kg /Sq.cm, with lever and fitting viz. flange/union, nuts, bolts, washer etc. complete as per M & W specifications a) 15mm dia Each 60.0 611.65 36699.0 b) 20mm dia Each 73.0 802.56 58586.88 c) 25mm dia Each 48.0 1153.7 55377.6 d) 32mm dia Each 73.0 1634.26 119300.98 e) 40mm dia Each 48.0 2215.15 106327.2 f) 50mm dia Each 48.0 3200.56 153626.88 |
| 164 | Providing and fixing Butter fly Valves of the following sizes conforming to BS 5351 and the M & W Specifications, suitable for pressure rating of 10 kg /Sq.cm, with hand lever operation, rubber gaskets, flanges, nuts, bolts and washers including painting complete as per M & W specification. a) 65mm dia Each 24.0 5559.73 133433.52 b) 80mm dia Each 24.0 6454.53 154908.72 c) 100mm dia Each 36.0 8538.61 307389.96 d) 150mm dia Each 48.0 13143.67 630896.16 |
| 165 | Providing and fixing Double Flanged Flexible Rubber Expansion Joint of standard length with Unit Control as described on the M & W Specification, of the following sizes, complete with all accessories including rubber gaskets, flanges nuts, bolts and washer tested to a pressure of 10 kg / Sq.cm. a) 50mm dia Each 36.0 4598.59 165549.24 b) 65mm dia Each 36.0 5690.79 204868.44 c) 80mm dia Each 48.0 6391.42 306788.16 d) 100mm dia Each 48.0 8126.0 390048.0 e) 40mm dia Each 36.0 4124.49 148481.64 |
| 166 | Providing and fixing CI Double Flanged 'Y' type Strainers of the following sizes with nuts, bolts, gaskets etc. complete in all respects as described on the M & W Specification a) 50mm dia Each 36.0 4108.3 147898.8 b) 80mm dia Each 36.0 7079.1 254847.6 c) 100mm dia Each 24.0 9240.87 221780.88 |
| 167 | Providing and fixing in position Float Valve with Copper Bell Float and Brass Rod of required length conforming to BS 1212 and of M & W Specifications suitable for pressure of 10 kg / Sq.cm. a) 65mm dia Each 7.0 18650.0 130550.0 b) 80mm dia Each 5.0 23347.31 116736.55 |
| 168 | Providing and fixing 100 mm diameter, Brass Dial type Pressure Gauge as describe in M & W Specifications suitable for 0-15 kg / Sq.cm pressure range with isolation cock and complete in all respects. |
| 169 | Providing and fixing air vent for cold water supply risers with Ball Valve as described in M & W Specifications suitable for pressure of 10kg/Sq.cm complete, as per specification a) 20mm dia Each 12.0 2566.27 30795.24 |
| 170 | Providing and fixing Wafer type Double Plate Check Valves of the following sizes conforming to API-594 and Section E23.0 of the M & W Specifications, suitable for pressure rating of 16 kg / Sq.cm with cast iron body conforming to BS 1452, rubber gasket, flanges, union, nuts, bolts and washers including painting complete as per M & W Specifications. a) 50 mm dia Each 10.0 5407.63 54076.3 b) 65 mm dia Each 7.0 6721.52 47050.64 c) 80 mm dia Each 5.0 8035.4 40177.0 d) 100 mm dia Each 5.0 11585.46 57927.3 |
| 171 | Providing and fixing C.I. Sluice valves of the following sizes conforming to BS : 5150 and Section E23.0 of the M & W specifications complete with bolts, nuts, rubber insertions etc. a) 100 mm dia Each 5.0 13135.58 65677.9 Sub-Total of Section ‘B-21’ (PIPING ANCILIRES AND HYDRAULICS SERVICES ) (carried forwarded to Schedule ‘B’) 4191449.81 TOTAL OF ARCHITECTURAL & PLUMBING WORKS SCHEDULE-B 230747937.28 |
| 172 | Schedule 'C'Item Rate Component of DSR 2023 Civil Items) |
| 173 | Section ‘C-1’: Stone Works(Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 174 | Section ‘C-2’: Painting Works(Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 175 | Section ‘C-3’:Woodworks(Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 176 | Section ‘C-4’: Flooring Works(Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 177 | Section ‘C-5’: Mild Steel Works(Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 178 | Section ‘C-6’ (FALSE CEILING WORKS)(Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 179 | Section ‘C-7’ (Glass Works)(Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 180 | Section ‘C-8’ (Access Raised Floors)(Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 181 | Section ‘C-9’ (Stainless Steel Works)(Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 182 | Section ‘C-10’ (Aluminium Works)(Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 183 | Section ‘C-11’ (False Celing Works)(Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 184 | Section ‘C-12’ (Sanitary Installation Works) (Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 185 | Section ‘C-13’: Water Supply Works (Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 186 | Section ‘C-14’: Drainage Works (Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 187 | Section ‘C-15’ : Rain Water Harvesting And Tube Wells (Brought from Sub-Total of \\"SCH-C-ATCH\\") |
| 188 | Section C-16 (Miscellaneous Item Works)Any Other Items Under DSR 2023 Civil (Brought from Sub-Total of \\"SCH-C-ATCH\\") Attachment to Schedule 'C' - Bill of Quantity of DSR 2023 Civil Items Tender Inviting Authority: Madhya Pradesh Metro Rail Corporation Limited Name of Work: “Design & Construction of Elevated Viaduct, Twin Tunnel (Up & Down by Shield TBM), Cut & Cover tunnel, Mid Ventilation cum Emergency Egress shaft, Cross-passages with/without sump, Ramps, Two (02) Underground Stations (Bengali Chauraha & Palasia Chauraha) including Architectural finishing, Water Supply, Sanitary Installation, Drainage works in entire Section between chainages 1+283.324 and 6+595.616 for mainline and –0+086.476 and 0+264.740 for sick/future line of Indore Metro Rail Project.” Contract No: IN-06 Name of the Bidder/ Bidding Firm / Company : Item No. DRS civil 2023 Item No. Description of Item/ Work Unit Quantity DSR 2023 Rate with GST Rate(6 ÷ 1.2127)(Excl. GST) Amount |
| 189 | 2.0 ARCHITECTURAL WORKS |
| 190 | GRANITE AND STONE WORKS |
| 191 | 8.3.2 |
| 192 | 8.10.2 |
| 193 | 7.38.1.1 |
| 194 | 7.33.1 STONE WORK DRY CLADDING |
| 195 | 8.22 KOTA STONE TREAD & RISERS |
| 196 | 11.26.1 |
| 197 | 11.27 Sub-Total of Section ‘C-1’ (Stone Works)(carried forwarded to Schedule ‘C’) 15655728.01 |
| 198 | 13.62.1 |
| 199 | 13.52 13.52.1 13.52.1 On Steel work Sqm 1020.0 241.75 199.35 203337.0 13.52.2 13.52.2 On concrete work Sqm 3100.0 235.15 193.91 601121.0 13.45 Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm Sqm 9903.0 223.6 184.38 1825915.14 |
| 200 | 22.24 A |
| 201 | 13.48A.1 |
| 202 | 13.83 |
| 203 | 13.8 13.8 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. Sqm 1051.0 156.05 128.68 135242.68 |
| 204 | 13.85 13.85.3 With water thinnable cement primer on wall surfacehaving VOC content less than 50 grams/litre Sqm 1051.0 73.95 60.98 64089.98 Sub-Total of Section ‘C-2’ (Painting Works)(carried forwarded to Schedule ‘C’) 3137448.8800000004 |
| 205 | 26.91 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 Sqm 850.0 3437.15 2834.3 2409155.0 |
| 206 | 26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & 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. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5 mm 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. 26.86.3 Frame size 50 x 100 mm Rm 108.0 947.7 781.48 84399.84 |
| 207 | 26.88 26.88 Providing and fixing factory made single extruded WPC (Wood PolymerComposite) solid decorative type flush door shutter of required sizecomprising of virgin polymer of K value 58-60 (Suspension Grade),calcium carbonate and natural fibers (wood powder/ rice husk/wheathusk) and non toxic additives (maximum toxicity index of 12 for 100 gms)having minimum density of 650 kg/cum and screw withdrawal strengthof 1800 N (Face) & 900 N (Edge), minimum compressive strength 50N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread offlame of Class A category with property of being termite/borer proof,water/moisture proof and fire retardant. WPC to be laminated with PVCfoil of minimum 14 microns thick of approved design pasted with hotmelt adhesive on both faces of shutter and fixing with stainless steel butthinges of required size with necessary full body threaded star headedcounter sunk S.S screws, all as per direction of Engineer-In- Charge.(Note: stainless steel butt hinges and necessary S.S screws shall be paidseparately) 26.88.1 30 mm thick Sqm 43.199999999999996 4764.2 3928.59 169715.09 Sub-Total of Section ‘C-3’ (Wood Works)(carried forwarded to Schedule ‘C’) 2663269.9299999997 |
| 208 | VITRIFIED TILES |
| 209 | 11.41 A.1 11.41A.1.1 Size of Tile 600 x 600 mm Sqm 385.0 1453.65 1198.69 461495.65 |
| 210 | 11.41.A.2 11.41A.2.1 Size of Tile 600 x 600 mm Sqm 1073.0 1502.75 1239.18 1329640.14 |
| 211 | 11.41.A.3 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 615.0 1464.85 1207.92 742870.8 |
| 212 | 11.46 11.46.2 Size of Tile 600x600 mm Sqm 363.0 1623.05 1338.38 485831.94 |
| 213 | 8.31 8.31 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete Sqm 165.0 1267.95 1045.56 172517.4 |
| 214 | 16.9 16.9 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. Sqm 280.0 2017.6 1663.73 465844.4 HARDCRETE INDUSTRIAL FLOOR |
| 215 | 11.13 Sub-Total of Section ‘C-4’ (Flooring Works)(carried forwarded to Schedule ‘C’) 11278417.83 |
| 216 | 10.26.1 |
| 217 | 10.16.1 5.02.01 Support frame for murals/ artwork - 10.16.1 shall be considered for payment Designing and fixing sub-frame for mounting artwork (paintings or murals) provided by the Client. Scope shall include structural design sub-frame of MS angles, box sections or other suitable section as per artwork specifications. The contractor shall permanently fix the sub-frame to the external concrete wall from FOH side using fasterners or by ther suitable means. The contractor shall co-ordinate with the artwork supplier to follow actual sizes of the artwork selected by the Client. Each artwork panel shall be demountable type enabling easy access to the concrete wall behind. The contractor & the artwork supplier shall co-ordinate and agree on sub-division of each artwork into smaller panels for ease of removing and fixing. Item shall be complete with all necessary anti-rust treatment to MS sub-frame etc. Kg 6430.0 194.4 160.3 1030729.0 |
| 218 | 10.8.1 |
| 219 | 10.8.2 |
| 220 | 12.51 |
| 221 | 12.51.1 |
| 222 | 12.51.2 |
| 223 | 12.51.5 |
| 224 | 12.51.6 10.25 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. |
| 225 | 10.25.1 |
| 226 | 10.25.2 Sub-Total of Section ‘C-5’ (Mild Steel Works)(carried forwarded to Schedule ‘C’) 4550139.26 |
| 227 | 26.27 26.27.3 With 16 mm thick beveled tegular mineral fibre Antimicrobial false ceiling tile confirming to ISO 5 (class 100) specifications Sqm 195.82857142857142 2447.15 2017.94 395170.31 |
| 228 | 12.54 12.54.2 12.54.2 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation Sqm 6577.0142857142855 2354.65 1941.66 12770325.56 Sub-Total of Section ‘C-6’ (FALSE CEILING WORKS)(carried forwarded to Schedule ‘C’) 13165495.870000001 |
| 229 | Fire Rated Glazing system |
| 230 | 9.163 Structural Glazing System |
| 231 | 25.2 (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 170251. 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 ml4. 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 mm5. 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 Sqm 1096.1280000000002 3510.5 2894.78 3173049.41 |
| 232 | 25.3 (i) 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 Sqm 1096.1280000000002 3718.7 3066.46 3361232.67 |
| 233 | 17.31 |
| 234 | 25.1 Sub-Total of Section ‘C-7’ (Glass Works)(carried forwarded to Schedule ‘C’) 12801511.59 |
| 235 | 11.54 (b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge. (c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxycoated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitiouscore mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology upto 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a C centrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product. 11.54.1. 300 mm Finished Floor Height (FFH) Sqm 485.0 5623.95 4637.54 2249206.9 11.54.2. 450 mm Finished Floor Height (FFH). Sqm 632.419650657422 5977.35 4928.96 3117171.16 Sub-Total of Section ‘C-8’ (RAISED ACCESS FLOOR Works)(carried forwarded to Schedule ‘C’) 5366378.0600000005 |
| 236 | 10.28 Sub-Total of Section ‘C-9’ (STAINLESS STEEL Works)(carried forwarded to Schedule ‘C’) 5413905.0 |
| 237 | 8.32 (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 preventbi-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 approvedlaboratory, field tests on the assembled working curtain wall with aluminium 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 itemdescription, 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 curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places Sub-Total of Section ‘C-10’ ( ALUMINIUM Works)(carried forwarded to Schedule ‘C’) 827088.0 |
| 238 | CALCIUM SILICATE BOARD CEILING |
| 239 | 12.58 12.58.1 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm, of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. Sqm 3291.2999999999997 1789.45 1475.59 4856609.37 |
| 240 | 12.59 12.59.1 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. Sqm 3718.258073068571 1572.3 1296.53 4820833.14 Sub-Total of Section ‘C-11’ (FALSE CELING Works)(carried forwarded to Schedule ‘C’) 9677442.51 PLUMBING WORKS |
| 241 | 17.10. 12.1.1 17.10.1 Kitchen sink with drain board 12.1.1.1 17.10.1.3 510x1040 mm bowl depth 200 mm Each 3.0 7159.0 5903.36 17710.08 |
| 242 | 17.19 12.2.1 17.19.1 10 litre (full flush) capacity-white Each 53.0 2243.75 1850.21 98061.13 |
| 243 | 17.2 12.3.1 17.20.1 White solid plastic seat with lid Each 22.0 684.85 564.73 12424.06 |
| 244 | 17.22 |
| 245 | 17.28 12.5.1 17.28.2 Flexible pipe 12.5.1.1 17.28.2.1 32 mm dia Each 63.0 119.55 98.58 6210.54 12.5.1.2 17.28.2.2 40 mm dia Each 7.0 119.55 98.58 690.06 |
| 246 | 17.34 12.6.1 17.34.1 C.P. brass Each 6.0 803.7 662.74 3976.44 |
| 247 | 17.7 12.7.1 17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms Each 23.0 367.1 302.71 6962.33 Sub-Total of Section ‘C-12’ (SANITARY INSTALLATION WORKS) (carried forwarded to Schedule ‘C’) 151335.64 |
| 248 | 18.7 13.1.1 18.7.1 15 mm nominal outer dia Pipes Metre 377.0 286.8 236.5 89160.5 13.1.2 18.7.2 20 mm nominal outer dia Pipes Metre 435.0 335.0 276.24 120164.4 13.1.3 18.7.3 25 mm nominal outer dia Pipes Metre 319.0 401.55 331.12 105627.28 13.1.4 18.7.4 32 mm nominal outer dia Pipes Metre 391.0 518.75 427.76 167254.16 13.1.5 18.7.5 40 mm nominal outer dia Pipes Metre 348.0 702.95 579.66 201721.68 13.1.6 18.7.6 50 mm nominal outer dia Pipes Metre 73.0 934.15 770.31 56232.63 |
| 249 | 18.9 13.2.1 18.9.1 15 mm nominal outer dia Pipes Metre 12.0 244.7 201.78 2421.36 13.2.2 18.9.2 20 mm nominal outer dia Pipes Metre 10.0 274.3 226.19 2261.9 13.2.3 18.9.3 25 mm nominal outer dia Pipes Metre 22.0 355.4 293.07 6447.54 13.2.4 18.9.4 32 mm nominal outer dia Pipes Metre 19.0 438.6 361.67 6871.73 13.2.5 18.9.5 40 mm nominal outer dia Pipes Metre 7.0 563.05 464.29 3250.03 13.2.6 18.9.6 50 mm nominal outer dia Pipes Metre 19.0 794.25 654.94 12443.86 13.2.7 18.9.8 80 mm nominal inner dia .Pipes. Metre 121.0 2166.35 1786.39 216153.19 |
| 250 | 18.1 Internal Work - Exposed on Wall 13.3.1 18.10.1 15mm dia nominal bore Metre 72.0 366.4 302.14 21754.08 13.3.2 18.10.2 20mm dia nominal bore Metre 60.0 437.3 360.6 21636.0 13.3.3 18.10.3 25mm dia nominal bore Metre 60.0 551.7 454.94 27296.4 13.3.4 18.10.4 32mm dia nominal bore Metre 60.0 667.0 550.01 33000.6 13.3.5 18.10.5 40mm dia nominal bore Metre 174.0 811.9 669.5 116493.0 13.3.6 18.10.6 50mm dia nominal bore Metre 174.0 1048.35 864.48 150419.52 |
| 251 | 18.11 13.4.1 18.11.1 15mm dia nominal bore Metre 7.0 580.45 478.64 3350.48 13.4.2 18.11.2 20mm dia nominal bore Metre 12.0 635.2 523.79 6285.48 |
| 252 | 18.12 External Work 13.5.1 18.12.3 25mm dia nominal bore Metre 60.0 467.75 385.71 23142.6 13.5.2 18.12.5 40mm dia nominal bore Metre 159.0 617.05 508.82 80902.38 13.5.3 18.12.6 50mm dia nominal bore Metre 290.0 762.15 628.47 182256.3 13.5.4 18.12.7 65mm dia nominal bore Metre 116.0 896.6 739.34 85763.44 13.5.5 18.12.8 80mm dia nominal bore Metre 986.0 1041.7 858.99 846964.14 |
| 253 | 18.15 13.6.1 18.15.1 15 mm nominal bore Each 7.0 353.25 291.29 2039.03 13.6.2 18.15.2 20 mm nominal bore Each 126.0 379.2 312.69 39398.94 |
| 254 | 18.16 13.7.1 18.16.2 20 mm nominal bore Each 10.0 379.2 312.69 3126.9 |
| 255 | 18.17 13.8.1 18.17.1A 20 mm nominal bore Each 7.0 539.95 445.25 3116.75 13.8.2 18.17.1 25 mm nominal bore Each 5.0 622.4 513.23 2566.15 13.8.3 18.17.2 32 mm nominal bore. Each 2.0 689.6 568.65 1137.3 13.8.4 18.17.3 40 mm nominal bore Each 5.0 826.1 681.21 3406.05 13.8.5 18.17.4 50 mm nominal bore Each 2.0 1026.65 846.58 1693.16 13.8.6 18.17.5 65 mm nominal bore Each 5.0 1742.15 1436.59 7182.95 13.8.7 18.17.6 80 mm nominal bore Each 5.0 2604.55 2147.73 10738.65 |
| 256 | 18.18 13.9.1 18.18.3 25 mm nominal bore Each 12.0 464.05 382.66 4591.92 |
| 257 | 18.19 13.10.1 18.19.2 32 mm nominal bore 13.10.1.1 18.19.2.1 Horizontal Each 7.0 791.9 653.01 4571.07 13.10.1.2 18.19.2.2 Vertical Each 22.0 850.25 701.12 15424.64 13.10.2 18.19.3 40mm dia. Nominal bore 13.10.2.1 18.19.3.1 Horizontal Each 10.0 952.6 785.52 7855.2 13.10.3 18.19.6 80mm dia. Nominal bore 13.10.3.1 18.19.6.1 Horizontal Each 7.0 3664.75 3021.98 21153.86 |
| 258 | 18.2 13.11.1 18.20.3 25 mm dia.nominal bore Each 12.0 486.8 401.42 4817.04 |
| 259 | 18.21 13.12.1 18.21.1 30 cm length . 13.12.1.1 18.21.1.1 15mm nominal bore. Each 7.0 85.0 70.09 490.63 13.12.2 18.21.2 45 cm length 13.12.2.1 18.21.2.1 15 mm nominal bore Each 24.0 97.75 80.61 1934.64 |
| 260 | 18.22 13.13.1 18.22.1 100 mm diameter Each 12.0 193.95 159.93 1919.16 |
| 261 | 18.27 13.14.1 18.27.1 100 mm dia pipe Metre 10.0 1423.1 1173.5 11735.0 13.14.2 18.27.3 150 mm dia pipe Metre 99.0 2037.0 1679.72 166292.28 13.14.3 18.27.4 200 mm dia pipe Metre 99.0 3406.85 2809.31 278121.69 |
| 262 | 18.32 13.15.1 18.32.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Each 10.0 1992.6 1643.11 16431.1 |
| 263 | 18.35 13.16.1 18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 23.0 26163.4 21574.5 496213.5 |
| 264 | 18.37 |
| 265 | 18.38 13.18.1 18.38.1 15 mm diameter pipe Metre 72.0 19.4 16.0 1152.0 13.18.2 18.38.2 20mm diameter pipe Metre 60.0 23.25 19.17 1150.2 13.18.3 18.38.3 25mm diameter pipe Metre 60.0 30.25 24.94 1496.4 13.18.4 18.38.4 32mm diameter pipe Metre 60.0 36.35 29.97 1798.2 13.18.5 18.38.5 40mm diameter pipe Metre 174.0 42.65 35.17 6119.58 13.18.6 18.38.6 50mm diameter pipe Metre 174.0 51.0 42.05 7316.7 |
| 266 | 18.4 13.19.1 18.40.3 25mm diameter pipe Metre 10.0 18.35 15.13 151.3 13.19.2 18.40.5 40 mm diameter pipe Metre 159.0 25.25 20.82 3310.38 13.19.3 18.40.6 50mm diameter pipe Metre 290.0 30.5 25.15 7293.5 13.19.4 18.40.7 65mm diameter pipe Metre 116.0 37.85 31.21 3620.36 13.19.5 18.40.8 80mm diameter pipe Metre 1188.0 44.0 36.28 43100.64 |
| 267 | 18.41 13.20.1 18.41.3 25mm nominal bore Metre 5.0 160.7 132.51 662.55 13.20.2 18.41.5 40 mm diameter pipe Metre 131.0 167.0 137.71 18040.01 13.20.3 18.41.6 50mm diameter pipe Metre 197.0 173.25 142.86 28143.42 13.20.4 18.41.7 65mm diameter pipe Metre 116.0 273.45 225.49 26156.84 13.20.5 18.41.8 80mm diameter pipe Metre 933.0 281.8 232.37 216801.21 |
| 268 | 18.46 13.21.1 18.46.2 20 mm nominal bore. Each 22.0 346.8 285.97 6291.34 13.21.2 18.46.3 25 mm nominal bore. Each 7.0 439.25 362.21 2535.47 13.21.3 18.46.4 32 mm nominal bore. Each 17.0 489.05 403.27 6855.59 13.21.4 18.46.5 40 mm nominal bore. Each 14.0 631.3 520.57 7287.98 13.21.5 18.46.6 50 mm nominal bore. Each 10.0 823.8 679.31 6793.1 13.21.6 18.46.7 65 mm nominal bore. Each 7.0 1136.8 937.41 6561.87 13.21.7 18.46.8 80 mm nominal bore. Each 17.0 1207.95 996.08 16933.36 |
| 269 | 18.49 13.22.1 18.49.1 15 mm nominal bore Each 19.0 506.8 417.91 7940.29 |
| 270 | 18.53 13.23.1 18.53.1 15mm nominal bore Each 24.0 574.3 473.57 11365.68 |
| 271 | 18.61 13.24.1 18.61.1 80 mm dia Each 2.0 4623.5 3812.57 7625.14 |
| 272 | 18.69 13.25.1 18.69.1 Up to 600 mm dia Quintal 5.0 21290.1 17555.95 87779.75 Sub-Total of Section ‘C-13’ (WATER SUPPLY WORKS) (carried forwarded to Schedule ‘C’) 5829011.1499999985 |
| 273 | 19.1 14.1.1 19.1.1 100mm diameter Metre 14.0 443.6 365.8 5121.2 14.1.2 19.1.2 150 mm diameter Metre 58.0 695.8 573.76 33278.08 14.1.3 19.1.3 200mm diameter Metre 58.0 970.35 800.16 46409.28 14.1.4 19.1.4 250mm diameter Metre 116.0 1505.6 1241.53 144017.48 |
| 274 | 19.2 14.2.1 19.2.1 100mm dia SW pipe Metre 7.0 964.75 795.54 5568.78 14.2.2 19.2.2 150mm dia SW pipe Metre 58.0 1179.85 972.91 56428.78 14.2.3 19.2.3 200mm dia SW pipe Metre 58.0 1375.45 1134.2 65783.6 14.2.4 19.2.4 250mm dia SW pipe Metre 99.0 1590.55 1311.58 129846.42 |
| 275 | 19.3 14.3.1 19.3.2 150 mm diameter S.W. pipe Metre 72.0 743.1 612.76 44118.72 14.3.2 19.3.3 200mm dia S.W Pipe Metre 10.0 873.5 720.29 7202.9 14.3.3 19.3.4 250 mm diameter S.W. pipe Metre 66.0 1016.9 838.54 55343.64 14.3.4 19.3.5 300 mm diameter S.W. pipe Metre 99.0 1173.35 967.55 95787.45 |
| 276 | 19.4 Grating brick masonry chamber with water tight C.I. Cover with frame of 300 x 300mm size (inside) the weighing of cover to be not less than 4.5 kg. and frame to be not less than 2.70 kg. as per standard design. 14.4.1 19.4.2 150 x 100mm size P-type 14.4.1.1 19.4.2.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Each 3.0 2734.2 2254.64 6763.92 14.4.2 19.4.3 180x150 mm size P type 14.4.2.1 19.4.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 3.0 2802.15 2310.67 6932.01 |
| 277 | 19.6 14.5.1 19.6.2 150mm dia RCC Pipe Metre 73.0 556.45 458.85 33496.05 14.5.2 19.6.3 250mm dia RCC Pipe Metre 87.0 899.8 741.98 64552.26 14.5.3 19.6.4 300 mm dia. R.C.C. pipe Metre 145.0 994.3 819.91 118886.95 14.5.4 19.6.5 450 mm dia. R.C.C. pipe Metre 69.0 1620.95 1336.65 92228.85 |
| 278 | 19.7 14.6.1 19.7.1 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) : 14.6.1.1 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Nos. 29.0 12770.55 10530.68 305389.72 14.6.2 19.7.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : 14.6.2.1 19.7.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 12.0 32857.85 27094.79 325137.48 |
| 279 | 19.8 14.7.1 19.8.1 Size 90 x 80 cm 14.7.1.1 19.8.1.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Metre 5.0 8825.4 7277.48 36387.4 14.7.2 19.8.2 Size 120x90cm 14.7.2.1 19.8.2.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Metre 2.42 10585.5 8728.87 21123.87 |
| 280 | 19.9 14.8.1 19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : 14.8.1.1 19.9.1.1 With common burnt c;ay F.P.S. (non modular) bricks of class designation 7.5 Each 39.0 12725.0 10493.11 409231.29 14.8.1.2 19.9.1.2 With sewer bricks conforming IS:4885 Each 2.0 12600.4 10390.37 20780.74 |
| 281 | 19.1 0.91m to 1.67m 14.9.1 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Mtr. 34.0 7591.8 6260.25 212848.5 14.9.2 19.10.2 With sewer bricks conforming IS:4885 Mtr. 24.0 7448.45 6142.04 147408.96 |
| 282 | 19.11 : 14.10.1 19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 14.10.1.1 19.11.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 36.0 24702.75 20370.04 733321.44 14.10.1.2 19.11.1.2 With sewer bricks conforming IS:4885 Each 24.0 24446.7 20158.9 483813.6 |
| 283 | 19.12 2.29m 14.11.1 19.12.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Metre 17.0 9861.45 8131.81 138240.77 14.11.2 19.12.2 With sewer bricks conforming IS:4885 Metre 39.0 9674.4 7977.57 311125.23 |
| 284 | 19.13 14.12.1 19.13.1 2.30 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) 14.12.1.1 19.13.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 12.0 52969.1 43678.65 524143.8 |
| 285 | 19.14 14.13.1 19.14.2 With sewer bricks conforming IS:4885 Metre 33.0 22288.1 18378.91 606504.03 |
| 286 | 19.16 chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 287 | 19.18 14.15.1 19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg each. Each 5.0 3441.2 2837.64 14188.2 14.15.2 19.18.3 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg Each 24.0 7575.4 6246.72 149921.28 |
| 288 | 19.19 14.16.1 19.19.1.1 Rectangular Shape-600x450 mm internal dimension Each 329.0 1437.65 1185.5 390029.5 14.16.1.1 19.19.1.2 Square shape 450 mm internal dimensions Each 5.0 1155.45 952.79 4763.95 14.16.2 19.19.3 H D - 20 14.16.2.1 19.19.3.1 Circular shape 560 mm internal diameter Each 7.0 1675.7 1381.79 9672.53 14.16.3 19.19.4 EHD-35 14.16.3.1 19.19.4.1 Circular shape 560 mm internal diameter Each 108.0 2123.8 1751.3 189140.4 |
| 289 | 19.21 14.17.1 19.21.1 For pipes 100 to 250 mm diameter Each 2.0 810.45 668.3 1336.6 14.17.2 19.21.3 For pipes 350 to 450 mm diameter Each 2.0 1328.45 1095.45 2190.9 |
| 290 | 19.24 14.18.1 19.24.3 Rectangular arch type manhole 140x90cm and 2.45m deep Each 22.0 8466.35 6981.41 153591.02 |
| 291 | 19.26 14.19.1 19.26.3 Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 Each 10.0 3881.5 3200.71 32007.1 |
| 292 | 19.27 14.20.1 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 10.0 5957.9 4912.92 49129.2 Sub-Total of Section ‘C-14’ (DRAINAGE WORKS) (carried forwarded to Schedule ‘C’) 6320633.44 |
| 293 | 23.1 15.1.1 23.1.1 All types of soil 15.1.1.2 23.1.1.2 350 mm dia Meter 259.71428571428567 774.05 638.29 165773.03 15.1.2 23.1.2 Rocky strata including Boulders 15.1.2.1 23.1.2.2 350 mm dia Meter 259.71428571428567 1792.85 1478.4 383961.6 |
| 294 | 23.3 15.2.1 23.3.3 200 mm Nominal size dia. Meter 259.71428571428567 1113.35 918.08 238438.49 |
| 295 | 23.4 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 15.3.1 23.4.3 200 mm Nominal size dia. Meter 194.78571428571428 1255.7 1035.46 201692.82 |
| 296 | 23.1 15.8.1 23.10.3 200 mm nominal size dia having minimum wall thickness 5.40 mm Metre 174.91517478947142 2442.75 2014.31 352333.39 |
| 297 | 23.11 15.9.1 23.11.3 200 mm nominal size dia Metre 259.71428571428567 2571.05 2120.1 550620.26 |
| 298 | 23.12 Engineer-in-charge. |
| 299 | 23.13 15.11.1 23.13.2 150 mm dia Each 3.03 246.45 203.22 615.76 15.11.2 23.13.3 200 mm dia Each 16.015714285714285 321.15 264.82 4241.28 |
| 300 | 23.14 15.12.1 23.14.3 200 mm clamp. Each 86.57142857142857 2293.65 1891.36 163737.74 |
| 301 | 23.15 15.13.1 23.15.3 200 mm dia Each 16.015714285714285 357.6 294.88 4722.71 Sub-Total of Section ‘C-15’ (RAIN WATER HARVESTING AND TUBE WELLS) (carried forwarded to Schedule ‘C’) 2331222.96 MISCELLANEOUS ITEM WORKS |
| 302 | Sub-Total of Section ‘C-16’ MISCELLANEOUS ITEM WORKSANY OTHER ITEMS UNDER DSR 2023 CIVIL (carried forwarded to Schedule ‘C’) 100000000.0 TOTAL OF ARCHITECTURAL, PLUMBING & MISCELLANEOUS WORKS SCHEDULE-C 199169028.13 |
| 303 | Schedule 'D'Item Rate Component of Landscaping Works (DSR) |
| 304 | Horticulture items as per DSR 2025 SCHEDULE 'E': Shifting / Rlocation of Utilities Tender Inviting Authority: Madhya Pradesh Metro Rail Corporation Limited Name of Work: “Design & Construction of Elevated Viaduct, Twin Tunnel (Up & Down by Shield TBM), Cut & Cover tunnel, Mid Ventilation cum Emergency Egress shaft, Cross-passages with/without sump, Ramps, Two (02) Underground Stations (Bengali Chauraha & Palasia Chauraha) including Architectural finishing, Water Supply, Sanitary Installation, Drainage works in entire Section between chainages 1+283.324 and 6+595.616 for mainline and –0+086.476 and 0+264.740 for sick/future line of Indore Metro Rail Project.” Contract No: Package IN-06 Name of the Bidder/ Bidding Firm / Company : Item No. Description of Item/ Work Unit Amount(Excl. GST) TOTAL AMOUNT In Words |
| 305 | Schedule 'E1' - SHIFTING / RELOCATION OF UTILITIES - Civil work |
| 306 | Civil : Water Supply & Drainage WorkIntegrated Standard SOR-2021 for Water supply and sewerage works and circular no. क्रमांक /यां. प्र. /07 /2024 /8214 dated 05.07.2024 issued by UADD, Govt. of MP.All works related to Shifting/ Rearranging of utilities of sewage & drainage works is to be executed as per the direction of Engineer.(carried forwarded to Schedule ‘SCH-Summary’) |
| 307 | Schedule 'E2' SHIFTING / RELOCATION OF UTILITIES - Electrical work |
| 308 | Electrical Utilitiescovered in SOR 2025-26 of Madhya Pradesh Madhya Kshetra Vidyut Vitaran Company Limited(Applicable to Utility Owning Agencies)All works related to Shifting/ Rearranging of utilities of Electrical works is to be executed as per the direction of Engineer.(carried forwarded to Schedule ‘SCH-Summary’) Total in Figures 185000000.0 INR Eighteen Crore Fifty Lakh Only Appendix - 12A Tender Inviting Authority: Madhya Pradesh Metro Rail Corporation Limited Name of Work: “Design & Construction of Elevated Viaduct, Twin Tunnel (Up & Down by Shield TBM), Cut & Cover tunnel, Mid Ventilation cum Emergency Egress shaft, Cross-passages with/without sump, Ramps, Two (02) Underground Stations (Bengali Chauraha & Palasia Chauraha) including Architectural finishing, Water Supply, Sanitary Installation, Drainage works in entire Section between chainages 1+283.324 and 6+595.616 for mainline and –0+086.476 and 0+264.740 for sick/future line of Indore Metro Rail Project.” Contract No: IN-06 Name of the Bidder/ Bidding Firm / Company : Appendix - 12AStatement of Proposed Minor Deviations(refer para 4.16.1 of ITT) The following are the particulars of pro-forma minor deviations from the requirements of the Tender Documents: Sr. No. Clause Description Price Adjustment for each Deviation(s) Notes: |
| 309 | The Tenderer shall indicate the price adjustment against each deviation in Appendix – 12A. This price is the price which the Tenderer shall reduce the quoted price if the deviation(s) is/are accepted by the Employer. |
| 310 | Where there is no deviation, the statement should be returned duly signed with an endorsement indicating ‘No Deviations’. In case the pro-forma of deviations is not submitted or is submitted as blank, it will be construed that the Tenderer has not proposed any deviations from the Tender documents. |
| 311 | If the Tenderer proposes deviations to the tender documents, and/or any other terms and conditions of the Tender, other than in this Annexure, it shall have no effect. Please Enable Macros to View BoQ information |
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Oct 05, 2026
11:30 IST
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Nov 05, 2026
18:00 IST
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