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Tender Value
₹23.9 Cr
EMD Value
₹47.9 L
Closing Date
8 Jun 2026, 3:00 pmClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
SECTION2
14 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less, where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-I, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Similar work is defined as For Civil work component "Construction of Multi storied building" for Electrical work component "Any HT/LT work "
The tenderer must have successfully completed or substantially completed any of the following (by any Government organizations) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for (b)(i): Separate completed works of minimum required values shall also be considered for fulfilment of technical eligibility criteria for different components.
21 conditions · 1 needing a document upload
Tenderer shall certify that they are not blacklisted or debarred by Railways or any other Ministry/ Department/PSU (Public Sector undertaking) of the Govt. of India/State Govt. from participation in tenders/contract on the date of opening of bids either in their individual capacity or as a member of the JV frm in which they were/are members.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
It is the responsibility of the tenderer 1. To see corrigendum, if any to tender notice up to the date of tender opening. 2. To keep him self updated about any latest Railway Board Circulars up to the date of tender opening.
For those conditions for which standard formats have been given in the uploaded documents for providing information, it should only be submitted in these standard formats.
Postal address of Office: Office of Dy. Chief Engineer/II/Construction/PRYJ, 3rd Floor Old GM Building near Valmiki Chauraha, Prayagraj (Uttar Pradesh) 211001 Mobile Number: +91-9794866288 Email: [email protected]
Tenderers are advised to go through the 'SPECIAL CONDITIONS' thoroughly which are incorporated in tender document before quoting the rates.
Conditional tenders are liable to be rejected.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
All required document duly Signed in ink by the Tenderer and shall be uploaded. The same person shall submit the bid who has signed all the documents to be uploaded
Construction of Project Office for monitoring projects of NCR under CAO/C & CAO/RSP, North Central Railway at Prayagraj
CEN-2026-27-03
CEN-2026-27-03
Open
Works - General
18 Months
Prayagraj, Uttar Pradesh
₹0
₹47.9 L
8 Jun 2026
14 May 2026
25 May 2026
157 items across 6 schedules · ₹1,67,72,720.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 2000 | 260.3 | 5,20,600 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 745 | 196 | 1,46,020 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 200 | 700.5 | 1,40,100 |
| 4 | All kinds of soil | Sqm | 1200 | 34.15 | 40,980 |
| 5 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 600 | 234.75 | 1,40,850 |
| 6 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 3000 | 38.9 | 1,16,700 |
| 7 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 800 | 310.05 | 2,48,040 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 250 | 7,178.75 | 17,94,687.5 |
| 9 | 1:1 1/2:3 (1 cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 15 | 10,357.55 | 1,55,363.25 |
| 10 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 80 | 495.75 | 39,660 |
| 11 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 2000 | 18.15 | 36,300 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 350 | 392.15 | 1,37,252.5 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 6500 | 927.25 | 60,27,125 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 5500 | 736.4 | 40,50,200 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 2800 | 961.3 | 26,91,640 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 650 | 764.95 | 4,97,217.5 |
| 17 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 5000 | 384.3 | 19,21,500 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 90000 | 107.85 | 97,06,500 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 125000 | 107.85 | 1,34,81,250 |
| 20 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 1500 | 78.4 | 1,17,600 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 250 | 9,504.75 | 23,76,187.5 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 150 | 9,655.7 | 14,48,355 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1250 | 9,860.4 | 1,23,25,500 |
| 24 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 250 | 10,011.35 | 25,02,837.5 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 1200 | 733.5 | 8,80,200 |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 150 | 7,370.65 | 11,05,597.5 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 450 | 7,132.25 | 32,09,512.5 |
| 28 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 9,344.35 | 4,67,217.5 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 750 | 9,105.95 | 68,29,462.5 |
| 30 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 52 | 1,123.8 | 58,437.6 |
| 31 | Area of slab upto 0.50 sqm | Sqm | 150 | 5,413.5 | 8,12,025 |
| 32 | Area of slab over 0.50 sqm | Sqm | 1200 | 5,136.3 | 61,63,560 |
| 33 | Granite work | Metre | 1000 | 510.95 | 5,10,950 |
| 34 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 200 | 1,267.95 | 2,53,590 |
| 35 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall 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 items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 100 | 5,015.05 | 5,01,505 |
| 36 | Second class teak wood | cum | 10 | 1,42,949.7 | 14,29,497 |
| 37 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 400 | 1,800.45 | 7,20,180 |
| 38 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 350 | 3,167.95 | 11,08,782.5 |
| 39 | 25 mm dia | Metre | 500 | 525.55 | 2,62,775 |
| 40 | 100x70x4 mm (ordinary type) | Each | 650 | 148.25 | 96,362.5 |
| 41 | 200x10 mm | Each | 650 | 358.4 | 2,32,960 |
| 42 | 100x10 mm | Each | 250 | 197.5 | 49,375 |
| 43 | 300x16x5 mm | Each | 500 | 322.2 | 1,61,100 |
| 44 | 125 mm | Each | 500 | 256.65 | 1,28,325 |
| 45 | 100 mm | Each | 250 | 234.7 | 58,675 |
| 46 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 250 | 121.65 | 30,412.5 |
| 47 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 250 | 1,124.85 | 2,81,212.5 |
| 48 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 250 | 10,993.55 | 27,48,387.5 |
| 49 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 150 | 10,874.2 | 16,31,130 |
| 50 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 50 | 8,247.25 | 4,12,362.5 |
| 51 | Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm & above) (Height upto 2.5 meter). | Sqm | 250 | 12,496.05 | 31,24,012.5 |
| 52 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1500 | 133.7 | 2,00,550 |
| 53 | Hot finished welded type tubes | Kg | 3500 | 194.4 | 6,80,400 |
| 54 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 500 | 220.65 | 1,10,325 |
| 55 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 100 | 97.2 | 9,720 |
| 56 | Providing and fixing bolts including nuts and washers complete. | Kg | 100 | 159.35 | 15,935 |
| 57 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 2500 | 772.4 | 19,31,000 |
| 58 | 5.5 mm thick glass panes | Sqm | 250 | 1,390.15 | 3,47,537.5 |
| 59 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 800 | 614.2 | 4,91,360 |
| 60 | Dark shade pigment using ordinary cement | Sqm | 125 | 1,442.15 | 1,80,268.75 |
| 61 | Acid and alkali resistant tile | Sqm | 50 | 1,738.15 | 86,907.5 |
| 62 | 25 mm thick | Sqm | 450 | 1,948.25 | 8,76,712.5 |
| 63 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 125 | 2,354.7 | 2,94,337.5 |
| 64 | Size of Tile 600 x 1200 mm | Sqm | 6500 | 1,577.15 | 1,02,51,475 |
| 65 | Size of Tile 600 x 600 mm | Sqm | 500 | 1,464.85 | 7,32,425 |
| 66 | Size of Tile 600 x 1200 mm | Sqm | 500 | 1,797.3 | 8,98,650 |
| 67 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | Sqm | 2500 | -850.1 | -21,25,250 |
| 68 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 1500 | 3,186.7 | 47,80,050 |
| 69 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 450 | 4,481.3 | 20,16,585 |
| 70 | 110 mm diameter | Metre | 500 | 377.4 | 1,88,700 |
| 71 | 110x110x110 mm | Each | 250 | 234.15 | 58,537.5 |
| 72 | 110 mm bend | Each | 350 | 150.35 | 52,622.5 |
| 73 | 110 mm Shoe | Each | 250 | 131.85 | 32,962.5 |
| 74 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. | Each | 100 | 84.55 | 8,455 |
| 75 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 150 | 738.65 | 1,10,797.5 |
| 76 | 1:6 (1 cement: 6 fine sand) | Sqm | 25000 | 333.35 | 83,33,750 |
| 77 | 1:4 (1 cement: 4 fine sand) | Sqm | 250 | 425.55 | 1,06,387.5 |
| 78 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. | Sqm | 2500 | 87.1 | 2,17,750 |
| 79 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 4000 | 262.7 | 10,50,800 |
| 80 | 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 | 15000 | 223.6 | 33,54,000 |
| 81 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 12000 | 181.25 | 21,75,000 |
| 82 | Two or more coats on new work | Sqm | 450 | 155.9 | 70,155 |
| 83 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 2000 | 226.25 | 4,52,500 |
| 84 | New work | Sqm | 1200 | 197.65 | 2,37,180 |
| 85 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 21000 | 156.05 | 32,77,050 |
| 86 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg | 500 | 9.05 | 4,525 |
| 87 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | Sqm | 2000 | 33.3 | 66,600 |
| 88 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 15 | 10,117.6 | 1,51,764 |
| 89 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 50 | 4,950.9 | 2,47,545 |
| 90 | With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 100 | 5,272.05 | 5,27,205 |
| 91 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 250 | 1,091.5 | 2,72,875 |
| 92 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 93 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 24 | 3,960.55 | 95,053.2 |
| 94 | 510x1040 mm bowl depth 250 mm | Each | 50 | 6,945.6 | 3,47,280 |
| 95 | 610x510 mm bowl depth 200 mm | Each | 50 | 4,940.8 | 2,47,040 |
| 96 | Size 600x450x200 mm | Each | 12 | 4,077.65 | 48,931.8 |
| 97 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 150 | 1,607.95 | 2,41,192.5 |
| 98 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 250 | 1,083.5 | 2,70,875 |
| 99 | C.P. brass | Each | 150 | 803.7 | 1,20,555 |
| 100 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 50 | 14,999.15 | 7,49,957.5 |
| 101 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer- in-charge. | Each | 24 | 7,979.2 | 1,91,500.8 |
| 102 | 15 mm nominal dia Pipes | Metre | 1000 | 497.8 | 4,97,800 |
| 103 | 25 mm nominal dia Pipes | Metre | 200 | 627.25 | 1,25,450 |
| 104 | 25 mm nominal dia Pipes | Metre | 1000 | 355.4 | 3,55,400 |
| 105 | 50 mm nominal dia Pipes | Metre | 500 | 794.25 | 3,97,125 |
| 106 | 25 mm nominal bore | Each | 80 | 622.4 | 49,792 |
| 107 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 108 | 15 mm nominal bore | Each | 125 | 97.75 | 12,218.75 |
| 109 | 150 mm diameter | Each | 50 | 222.35 | 11,117.5 |
| 110 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 50000 | 11 | 5,50,000 |
| 111 | 15 mm nominal bore | Each | 125 | 506.8 | 63,350 |
| 112 | 15mm nominal bore | Each | 500 | 574.3 | 2,87,150 |
| 113 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 800 | 74.8 | 59,840 |
| 114 | 150 mm dia. R.C.C. pipe | Metre | 100 | 556.45 | 55,645 |
| 115 | 300 mm dia. R.C.C. pipe | Metre | 150 | 994.3 | 1,49,145 |
| 116 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 24 | 12,770.55 | 3,06,493.2 |
| 117 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 12 | 26,405.5 | 3,16,866 |
| 118 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 24 | 8,825.4 | 2,11,809.6 |
| 119 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 12 | 10,585.5 | 1,27,026 |
| 120 | 600 mm dia piles | Metre | 1470 | 5,386.25 | 79,17,787.5 |
| 121 | 450 mm dia piles | Metre | 50 | 4,232.75 | 2,11,637.5 |
| 122 | Initial test (Test Load 2.5 times the Safe capacity) | Per Test | 1 | 61,173.35 | 61,173.35 |
| 123 | Routine test (Test Load 1.5 times the Safe capacity) | Per Test | 1 | 32,436.1 | 32,436.1 |
| 124 | Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33 mm thick (galvanized @ 120 grams per sqm including both sides) comprising o f main-T runners of size 24x38 mm of length 3000 mm, cross -T of size 24x32 mm of length 1200 mm and secondary intermediate cross-T of size 24x32 mm of length 600 mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6 mm fixed with grid and Z cleat of size 25x37x25x1.6 mm thick with precut hole on both 25 mm flange to pierce into 12x50 mm or even bigger size dash fastener if require, fixed with Galvanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. | Sqm | 3200 | 1,462.9 | 46,81,280 |
| 125 | Frame size 50 x 100 mm | Metre | 500 | 947.7 | 4,73,850 |
| 126 | Frame size 65 x 125 mm | Metre | 650 | 1,381.6 | 8,98,040 |
| 127 | 35 mm thick | Sqm | 650 | 5,015.35 | 32,59,977.5 |
| 128 | 35 mm thick | Sqm | 250 | 5,432.85 | 13,58,212.5 |
| 129 | 18 mm thick | Sqm | 250 | 2,992.9 | 7,48,225 |
| 130 | 25 mm thick | Sqm | 250 | 3,889.15 | 9,72,287.5 |
| 131 | 12 mm thick | Sqm | 125 | 1,711.1 | 2,13,887.5 |
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