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Tender Value
Refer Docs
EMD Value
₹5.6 L
Closing Date
7 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
18 conditions · 4 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 of Part-I of IRSGCC-2022 and as per Railway Board Advance correction slip No.1 dated 14-07-2022 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-F (Annexure-VIB of GCC), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Account duly supported by Audit balance Sheet .
Financial Eligibility Criteria: As per Clause 10.2 of IRSGCC-2022 (As per Advanced Correction slip No,1 dated. 14.07.2022 to GCC-2022) and the same is mentioned in Para No.10.2 page no. 15 of this tender document. Tenderer should attach Self-attested/ Digitally signed copy of Certificate showing minimum average annual contractual turnover as per Annexure VIB of IRSGCC-2022 (As per Advanced Correction slip No,1 dated. 14.07.2022 to GCC-2022) in Annexure - "F"Page-32 of Master Document - 1 attached to the tender
C . I I - Any Civil Engineering Work (excluding Track works / Zonal works) vide CGE/SCs Letter No. W.148/P/SNW/2025, Dt: 02.12.2025
Technical Eligibility Criteria: As per Clause 10.1 of Part-I of IRSGCC-2022 (a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender .
(b) (1) 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 one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2) In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarized, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be sub-let, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing.
Note for Item 10.1 of IRSGCC-2022: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Instructions to Tenderers and Conditions of Tender: Tenders are refer Annexure-I, Tender Form (Second Sheet) Part-I of IRSGCC-2022 is mentioned from page No. 11 - 26 of Master Document -1 attached to the tender.
17 conditions · 6 needing a document upload
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.
Tender value is including escalation of (-)10% (minus ten percent ) on CPWD DSR rates. Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e. OS/Tenders/Engg) / BZA Division) as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General Instructions are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender document and strictly adhere to the instruction and directions given therein.
YLM - Provision of Modular Toilets and Premium Waiting Hall, COP Shelters on PF No.2 for balance length of PF, Construction of New Building incorporating Booking Office and Retiring Rooms on PF No.2. (Umbrella Work Project ID : 11.06.53.24.3.55.034 of 2024-25)
E-54-North-BZA-2025~SCR
E-54-North-BZA-2025
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹5.6 L
7 Jan 2026
13 Dec 2025
24 Dec 2025
131 items across 2 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2892 | 205.45 | 5,94,161.4 |
| 2 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 427 | 76.4 | 32,622.8 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 1103 | 253.95 | 2,80,106.85 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 1414 | 2,161.2 | 30,55,936.8 |
| 5 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 11500 | 14.5 | 1,66,750 |
| 6 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 102 | 7,783.65 | 7,93,932.3 |
| 7 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 120 | 7,226.95 | 8,67,234 |
| 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 | 376 | 6,670.25 | 25,08,014 |
| 9 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 100 | 669.55 | 66,955 |
| 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 | 288.5 | 452.25 | 1,30,474.13 |
| 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 cement of 50kg | 1700 | 57.15 | 97,155 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 285.5 | 307.95 | 87,919.73 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 888.5 | 766.55 | 6,81,079.68 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 610 | 608.35 | 3,71,093.5 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 418.5 | 804.25 | 3,36,578.63 |
| 16 | Under 20 cm wide | Metre | 180 | 181.9 | 32,742 |
| 17 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 28 | 9,673.5 | 2,70,858 |
| 18 | 40 mm thick | Sqm | 5.4 | 1,430.3 | 7,723.62 |
| 19 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 432 | 8,825.35 | 38,12,551.2 |
| 20 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 274 | 10,477.75 | 28,70,903.5 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 106 | 688.45 | 72,975.7 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 17 | 6,882 | 1,16,994 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 23 | 8,288.35 | 1,90,632.05 |
| 24 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 400 | 1,018.05 | 4,07,220 |
| 25 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 221 | 7,676.3 | 16,96,462.3 |
| 26 | Area of slab over 0.50 sqm | Sqm | 723 | 4,425.35 | 31,99,528.05 |
| 27 | Granite work | Metre | 100 | 418.85 | 41,885 |
| 28 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 16 | 1,521.6 | 24,345.6 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 5 | 2,818.5 | 14,092.5 |
| 30 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 800 | 197.7 | 1,58,160 |
| 31 | 150x10 mm | Each | 8 | 232.3 | 1,858.4 |
| 32 | 300x16x5 mm | Each | 8 | 273.2 | 2,185.6 |
| 33 | 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 | 8 | 1,025.65 | 8,205.2 |
| 34 | Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. | Each | 48 | 122.5 | 5,880 |
| 35 | 125 mm | Each | 20 | 226.5 | 4,530 |
| 36 | 75 mm | Each | 48 | 179.15 | 8,599.2 |
| 37 | Triple strip vertical type | Each | 20 | 44.85 | 897 |
| 38 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 10.5 | 702.6 | 7,377.3 |
| 39 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 5 | 3,963.7 | 19,818.5 |
| 40 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 24 | 10,030.3 | 2,40,727.2 |
| 41 | Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 18 mm thick confirming to IS:14587 | Sqm | 8 | 1,120.55 | 8,964.4 |
| 42 | Pre-laminated with decorative lamination one side and other side balancing lamination exterior Grade - I MDF Board 25 mm thick confirming to IS:14587 | Sqm | 34 | 1,679.45 | 57,101.3 |
| 43 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 24 | 2,563.75 | 61,530 |
| 44 | 200 mm | Each | 8 | 153.15 | 1,225.2 |
| 45 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 500 | 142.3 | 71,150 |
| 46 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 1100 | 612.25 | 6,73,475 |
| 47 | 5.5 mm thick glass panes (weight not less than 12.50 kg/sqm) | Sqm | 7 | 1,243.5 | 8,704.5 |
| 48 | Dark shade pigment using ordinary cement | Sqm | 400 | 983.95 | 3,93,580 |
| 49 | Size of Tile 600 x 1200 mm | Sqm | 548.5 | 1,612.75 | 8,84,593.38 |
| 50 | Size of Tile 600x600 mm | Sqm | 1125 | 1,466.5 | 16,49,812.5 |
| 51 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 1450 | 2,589.9 | 37,55,355 |
| 52 | 1.60 mm thick with zinc coating not less than 350 gm/sqm | Metre | 200 | 1,370.4 | 2,74,080 |
| 53 | 110 mm diameter | Metre | 450 | 319.75 | 1,43,887.5 |
| 54 | 110 mm | Each | 50 | 119.95 | 5,997.5 |
| 55 | 110x110x110 mm | Each | 30 | 205.45 | 6,163.5 |
| 56 | 110x110x110 mm | Each | 40 | 190.75 | 7,630 |
| 57 | 110 mm bend | Each | 60 | 132 | 7,920 |
| 58 | 110 mm Shoe | Each | 40 | 115.95 | 4,638 |
| 59 | 110 mm | Each | 30 | 309.5 | 9,285 |
| 60 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 1500 | 671.55 | 10,07,325 |
| 61 | Ridges plain (500 - 600mm) | Metre | 100 | 450.6 | 45,060 |
| 62 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 488.5 | 1,948.95 | 9,52,062.08 |
| 63 | 1:4 (1 cement: 4 fine sand) | Sqm | 60 | 294.85 | 17,691 |
| 64 | 1:6 (1 cement: 6 fine sand) | Sqm | 1873.7 | 282 | 5,28,383.4 |
| 65 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 610 | 214.3 | 1,30,723 |
| 66 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1000 | 97.6 | 97,600 |
| 67 | 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 | 1312 | 245 | 3,21,440 |
| 68 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 1000 | 140.05 | 1,40,050 |
| 69 | Two or more coats on new work | Sqm | 100 | 137.85 | 13,785 |
| 70 | Two or more coats on new work | Sqm | 100 | 131.45 | 13,145 |
| 71 | Two or more coats on new work | Sqm | 10000 | 121.45 | 12,14,500 |
| 72 | One or more coats on old work | Sqm | 100 | 86.55 | 8,655 |
| 73 | One or more coats on old work | Sqm | 1000 | 79.4 | 79,400 |
| 74 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 837.5 | 2,007.1 | 16,80,946.25 |
| 75 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 16 | 2,928.1 | 46,849.6 |
| 76 | In cement mortar | cum | 116 | 1,698.45 | 1,97,020.2 |
| 77 | Channels, angles, tees and flats | Kg | 20000 | 1.9 | 38,000 |
| 78 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 10000 | 4.65 | 46,500 |
| 79 | For thickness of tiles 10 mm to 25 mm | Sqm | 200 | 60.5 | 12,100 |
| 80 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 1000 | 219.75 | 2,19,750 |
| 81 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 5269.5 | 219.35 | 11,55,864.83 |
| 82 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 552 | 8,277.55 | 45,69,207.6 |
| 83 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 180 | 2,803.65 | 5,04,657 |
| 84 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 4176 | 4,256.3 | 1,77,74,308.8 |
| 85 | 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 | 239 | 1,719 | 4,10,841 |
| 86 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,040.85 | 40,817 |
| 87 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 15 | 299.35 | 4,490.25 |
| 88 | 32 mm dia | Each | 20 | 90.95 | 1,819 |
| 89 | Circular shape 450 mm dia | Each | 10 | 1,248.6 | 12,486 |
| 90 | C.P. brass | Each | 15 | 680.8 | 10,212 |
| 91 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 10 | 146.3 | 1,463 |
| 92 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 20 | 204.7 | 4,094 |
| 93 | 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 | 15 | 13,036.55 | 1,95,548.25 |
| 94 | 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 | 12 | 7,004.45 | 84,053.4 |
| 95 | 50 mm nominal dia Pipes | Metre | 800 | 927 | 7,41,600 |
| 96 | 15 mm nominal dia Pipes | Metre | 100 | 441.15 | 44,115 |
| 97 | 20 mm nominal dia Pipes | Metre | 100 | 513.75 | 51,375 |
| 98 | 25 mm nominal dia Pipes | Metre | 100 | 626.05 | 62,605 |
| 99 | 32 mm nominal dia Pipes | Metre | 90 | 712.75 | 64,147.5 |
| 100 | 40 mm nominal dia Pipes | Metre | 100 | 559.2 | 55,920 |
| 101 | 40 mm nominal bore | Each | 5 | 707.3 | 3,536.5 |
| 102 | 50 mm nominal bore | Each | 10 | 878.25 | 8,782.5 |
| 103 | 80 mm nominal bore | Each | 3 | 2,227.6 | 6,682.8 |
| 104 | 25 mm nominal bore | Each | 18 | 399.15 | 7,184.7 |
| 105 | 25 mm nominal bore | Each | 18 | 447 | 8,046 |
| 106 | Up to 300 mm dia | Quintal | 6 | 5,649.65 | 33,897.9 |
| 107 | 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. | Litre | 10000 | 9.7 | 97,000 |
| 108 | 15 mm nominal bore | Each | 15 | 434.2 | 6,513 |
| 109 | 15 mm nominal bore | Each | 10 | 715.05 | 7,150.5 |
| 110 | 15 mm nominal bore | Each | 20 | 594.75 | 11,895 |
| 111 | 15mm nominal bore | Each | 20 | 500.35 | 10,007 |
| 112 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 80 | 96.45 | 7,716 |
| 113 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 36 | 169.7 | 6,109.2 |
| 114 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 25 | 96.75 | 2,418.75 |
| 115 | 15 mm nominal bore with 45 cm length | Each | 20 | 107.9 | 2,158 |
| 116 | Rectangular shape 600x450 mm internal dimensions | Each | 60 | 1,255.25 | 75,315 |
| 117 | 450 mm dia RCC pipes. | Metre | 200 | 2,385.5 | 4,77,100 |
| 118 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 40 | 474.7 | 18,988 |
| 119 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 40 | 573.4 | 22,936 |
| 120 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 12 | 951.05 | 11,412.6 |
| 121 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 10 | 1,496.15 | 14,961.5 |
| 122 | With brass cover plate minimum 1.25 mm thickness | Each | 10 | 2,609.4 | 26,094 |
| 123 | Upto 5mm depth and 5 mm width | Metre | 10.5 | 85.25 | 895.13 |
| 124 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 72 | 4,540.7 | 3,26,930.4 |
| 125 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (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 | 50 | 3,377.5 | 1,68,875 |
| 126 | Providing & fixing in position Phenol bonded Bamboowood panelled or panelled and glazed shutters for doors windows, clerestorey windows with pre-moulded minimum 30mm thick planks, in approved colours, texture & finish. It shall have 10mm wide, 25mm deep grove to fit in panels.The bamboo wood shall have minimum density of 1000 Kg/cum, minimum Hardness 1000 Kgf. All styles and rails shall have profiled interlocking system locked in place by bamboo pins, all complete as per direction of Engineer in charge. (The panelling will be paid for separately). | Sqm | 195 | 5,504.7 | 10,73,416.5 |
| 127 | Frame size 65 x 125 mm | Metre | 31.2 | 1,247.7 | 38,928.24 |
| 128 | 30 mm thick | Sqm | 12 | 4,327.7 | 51,932.4 |
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nit.pdf
NIT
1MasterDocument01-Oct-25.pdf
ATTACHMENT
2MasterDocument02-Apr-25.pdf
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3Schedule1YLMMod.ToiletsTNo.54.pdf
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4Generalconditionsrevised.pdf
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5buildingconditions.pdf
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6DESIGNMIXHQrsLETTERONSPECIALCONDITIONSFORDESIGNMIX2123-03-2022.pdf
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7RevisedBrandsandmakesapprovedlist202530-06-25.pdf
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8Amendmentno_12toapprovedlistofBrandsandmakesdt30_06_2025_HSFGboltassemblingwithDTIWashers.pdf
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9earthworkconditions.pdf
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10SAFETYTrackConditions.pdf
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11SpecialConditionsfordrgsmodified.pdf
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12Specificationofconcrete.pdf
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13SPECIFICATIONSGALVALUMESHEETS.pdf
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14StandardizationandSystemimprovementregardingweldtestingandqualitycontrol20-08-25_compressed.pdf
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15Steelspecialconditions.pdf
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16TrDSpl.Conditions.pdf
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17SimilarNatureofWork-2025-Approved02-12-25.pdf
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