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Tender Value
₹8.6 Cr
EMD Value
₹17.2 L
Closing Date
22 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
EAST WORKS
17 conditions · 4 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 of Part-I of IRSGCC2022and as per Railway Board Advance correction slip No.1 dated 14-07- 2022The 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 tenderer 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 Accountant duly supported by Audited Balance Sheet.
Financial Eligibility Criteria: As per Clause 10.2 of IRSGCC-2022(As per Advanced Correction slipNo,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 VI B ofIRSGCC-2022 (As per Advanced Correction slip No,1dated.14.07.2022 to GCC-2022)in Annexure - "F"Page-32 of Master Document -1 attached to the tender
Similar Nature of work : "C-2 - Any Civil Engineering Works (excluding Track works/Zonal works)""as per HQrs letter No. W.148/P/SNW/2025 dated 02.12.2025, with the Approval of PCE/SCR
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 Page 15/21 1.1.1tenderer must have successfully completed or substantially completed anyone 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 forb(1): Separate completed works of minimum required values shall also be considered for fulfilment of technical eligibility criteria for different components. (b)(2) In such cases, what constitutes a component in a composite work shall be clearly predefined 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 1.1.1 experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7of 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 intender 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 fulfilment of technical eligibility. Such subcontractor must fulfil 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%valueof work to be subletted, in last5 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 500crore and above in last 3financial 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 1.1.2 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.
17 conditions · 5 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.
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 (-)15% (minus Fifteen percent ) on CPWD DSR rates. Tenderer should note this before quoting the rates
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
SW-I : Construction of Tower car shed for BZA Depot in BZA Division. SW-II : BZA- Proposed construction of office & Store building for SSE/W/Watering arrangements/BZA in SSE/Works/BZA section. SW-III: BZA Division : RYP station - Construction of General Waiting hall, Ladies Waiting hall, VIP Lounge in GF and Dormitory, Retiring rooms in FF on PF-1
E-12-EAST-BZA-2026
E-12-EAST-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹17.2 L
22 May 2026
29 Apr 2026
8 May 2026
169 items across 5 schedules · ₹10,04,09,164.12 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 5698.4 | 177.5 | 10,11,466 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 1000 | 352.15 | 3,52,150 |
| 3 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 1938 | 81.6 | 1,58,140.8 |
| 4 | 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 | 4751.47 | 196 | 9,31,288.12 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 632.2 | 2,123.75 | 13,42,634.75 |
| 6 | 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 | 10000 | 17.6 | 1,76,000 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone- III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 314.7 | 7,878.5 | 24,79,363.95 |
| 8 | 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 | 2.5 | 7,780.3 | 19,450.75 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 222.29 | 7,294.7 | 16,21,538.86 |
| 10 | 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 | 171.14 | 7,178.75 | 12,28,571.28 |
| 11 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 1008.5 | 410.85 | 4,14,342.23 |
| 12 | 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 | 262.21 | 18.15 | 4,759.11 |
| 13 | 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 | 143 | 9,045.75 | 12,93,542.25 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1067.6 | 392.15 | 4,18,659.34 |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 135.2 | 842.5 | 1,13,906 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2073 | 927.25 | 19,22,189.25 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2908.3 | 736.4 | 21,41,672.12 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1215.6 | 961.3 | 11,68,556.28 |
| 19 | Under 20 cm wide | Metre | 420 | 208.55 | 87,591 |
| 20 | 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 | 15.96 | 10,585.9 | 1,68,950.96 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 848.35 | 9,655.7 | 81,91,413.1 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 712.55 | 10,011.35 | 71,33,587.44 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 236.04 | 733.5 | 1,73,135.34 |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 92.78 | 7,370.65 | 6,83,848.91 |
| 25 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 1063.19 | 8,752.55 | 93,05,623.63 |
| 26 | 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 | 440 | 1,267.95 | 5,57,898 |
| 27 | Second class teak wood | cum | 1.77 | 1,42,949.7 | 2,53,020.97 |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 62.55 | 2,172.1 | 1,35,864.86 |
| 29 | On one side only | Sqm | 116.55 | 478 | 55,710.9 |
| 30 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 116 | 228.85 | 26,546.6 |
| 31 | 250x10 mm | Each | 37 | 441.6 | 16,339.2 |
| 32 | 200x10 mm | Each | 40 | 358.4 | 14,336 |
| 33 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 31 | 854.65 | 26,494.15 |
| 34 | 125 mm | Each | 62 | 256.65 | 15,912.3 |
| 35 | 100 mm | Each | 12 | 234.7 | 2,816.4 |
| 36 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 34 | 121.65 | 4,136.1 |
| 37 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 34 | 983.15 | 33,427.1 |
| 38 | 300x16 mm | Each | 68 | 303.25 | 20,621 |
| 39 | 250x16 mm | Each | 35 | 260.6 | 9,121 |
| 40 | 100x10 mm | Each | 35 | 64.7 | 2,264.5 |
| 41 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 165 | 492.7 | 81,295.5 |
| 42 | 30 mm thick plain PVC door shutters | Sqm | 66 | 3,182.95 | 2,10,074.7 |
| 43 | Second class teak wood | Sqm | 7.2 | 4,498.6 | 32,389.92 |
| 44 | 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 | 45 | 10,993.55 | 4,94,709.75 |
| 45 | 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 | 104.4 | 10,874.2 | 11,35,266.48 |
| 46 | Using R3 series with frame (55mm & above ) x (45mm & above). (Height upto 2.5 meter) | Sqm | 10.8 | 7,080.05 | 76,464.54 |
| 47 | Light shade pigment using white cement | Sqm | 180 | 1,402 | 2,52,360 |
| 48 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 309.25 | 1,096.55 | 3,39,108.09 |
| 49 | Size of Tile 600x600 mm | Sqm | 50 | 1,553.45 | 77,672.5 |
| 50 | Size of Tile 600 x 1200 mm | Sqm | 1660 | 1,577.15 | 26,18,069 |
| 51 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 165.2 | 3,186.7 | 5,26,442.84 |
| 52 | 110 mm diameter | Metre | 664 | 377.4 | 2,50,593.6 |
| 53 | 110x110x110 mm | Each | 40 | 221.35 | 8,854 |
| 54 | 110 mm bend | Each | 74 | 150.35 | 11,125.9 |
| 55 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 150 | 1,529.1 | 2,29,365 |
| 56 | 2 mm thick flat | Sqm | 120 | 1,245.65 | 1,49,478 |
| 57 | 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 | 1528 | 738.65 | 11,28,657.2 |
| 58 | Ridges plain (500 - 600mm) | Metre | 52 | 532.35 | 27,682.2 |
| 59 | 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 0.16 mm thick fire retardant PVC film on the face side and 12 micron 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 | 1535 | 2,215.15 | 34,00,255.25 |
| 60 | 1:4 (1 cement: 4 fine sand) | Sqm | 96 | 347.05 | 33,316.8 |
| 61 | 1:6 (1 cement: 6 fine sand) | Sqm | 9769.4 | 333.35 | 32,56,629.49 |
| 62 | 1:3 (1 cement : 3 fine sand) | Sqm | 1921 | 300.45 | 5,77,164.45 |
| 63 | 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 | 9769.4 | 181.25 | 17,70,703.75 |
| 64 | Two or more coats on new work | Sqm | 579.4 | 155.9 | 90,328.46 |
| 65 | Two or more coats on new work | Sqm | 3000 | 146.8 | 4,40,400 |
| 66 | 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 | 9769.4 | 156.05 | 15,24,514.87 |
| 67 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 88.2 | 2,434.25 | 2,14,700.85 |
| 68 | 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 | 186.66 | 3,551.25 | 6,62,876.33 |
| 69 | In cement mortar | cum | 171.57 | 2,060.2 | 3,53,468.51 |
| 70 | 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 | 3891.76 | 263.95 | 10,27,230.05 |
| 71 | 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). | cum | 16 | 9,823.8 | 1,57,180.8 |
| 72 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 24 | 6,515.55 | 1,56,373.2 |
| 73 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 25 | 1,550.6 | 38,765 |
| 74 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 20 | 1,683.35 | 33,667 |
| 75 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 5 | 2,784.95 | 13,924.75 |
| 76 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 25 | 349.15 | 8,728.75 |
| 77 | 10 litre capacity - White | Each | 5 | 1,190.65 | 5,953.25 |
| 78 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 20 | 6,940.75 | 1,38,815 |
| 79 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 10 | 1,648.95 | 16,489.5 |
| 80 | 32 mm dia | Each | 35 | 119.55 | 4,184.25 |
| 81 | Rectangular shape 453x357 mm | Each | 35 | 1,361.8 | 47,663 |
| 82 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 35 | 708.95 | 24,813.25 |
| 83 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in- Charge. | Each | 2 | 18,212.9 | 36,425.8 |
| 84 | 20 mm nominal dia Pipes | Metre | 300 | 335 | 1,00,500 |
| 85 | 25 mm nominal dia Pipes | Metre | 250 | 401.55 | 1,00,387.5 |
| 86 | 50 mm nominal dia Pipes | Metre | 250 | 934.15 | 2,33,537.5 |
| 87 | 25 mm nominal dia Pipes | Metre | 130 | 627.25 | 81,542.5 |
| 88 | 40 mm dia nominal bore | Metre | 150 | 811.9 | 1,21,785 |
| 89 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 90 | 40 mm nominal bore | Each | 6 | 826.1 | 4,956.6 |
| 91 | Class II | Each | 3 | 30,203 | 90,609 |
| 92 | 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 | 12000 | 11 | 1,32,000 |
| 93 | 15 mm nominal bore | Each | 40 | 506.8 | 20,272 |
| 94 | 15mm nominal bore | Each | 70 | 574.3 | 40,201 |
| 95 | 100 mm nominal dia | Each | 35 | 37.6 | 1,316 |
| 96 | 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 | 35 | 111.45 | 3,900.75 |
| 97 | Up to 600 mm dia | Quintal | 3 | 21,290.1 | 63,870.3 |
| 98 | 300 mm dia Ductile Iron Class K-9 pipes | Metre | 1000 | 4,344.4 | 43,44,400 |
| 99 | 15 mm nominal bore with 45 cm length | Each | 50 | 121.9 | 6,095 |
| 100 | Rectangular shape 600x450 mm internal dimensions | Each | 25 | 1,437.65 | 35,941.25 |
| 101 | 900 mm dia RCC pipes. | Metre | 50 | 7,397.4 | 3,69,870 |
| 102 | 300 mm dia piles | Metre | 540 | 3,065.6 | 16,55,424 |
| 103 | 450 mm dia piles | Metre | 280 | 4,232.75 | 11,85,170 |
| 104 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 48.6 | 530.9 | 25,801.74 |
| 105 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 56.25 | 634.45 | 35,687.81 |
| 106 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 7.2 | 1,115.4 | 8,030.88 |
| 107 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 92.7 | 1,176.8 | 1,09,089.36 |
| Schedule total | ₹7,41,77,684.32 | ||||
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