Loading
Loading…
Loading…
Tender Value
Refer Docs
EMD Value
₹6.2 L
Closing Date
6 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
17 conditions · 4 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 of Part-I of IRSGCC- 2022and 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-II - Any Civil Engineering Work (excluding Track Works/ Zonal Works) vide CGE Lr. No. W.148/P/SNW/2025 Dt.02.12.2025 with the approval of PCE.
Technical Eligibility Criteria: as per Clause 10.1 of Part-I ofIRSGCC-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 to30% 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 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 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.
16 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.
Tender value is including escalation of (-)15% (minus fifteen percent ) on CPWDDSR rates. Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person on any working day 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.
BZA Division: BZA-VSKP Section : Construction of Electrical office, Parcel office, Health Unit , RPF Barracks, SSE/Works office and Renovation of Existing Station Building rooms at Eluru station in SSE/Works/ EE section in ADEN/EE sub-division under the Jurisdiction of DEN/Central/BZA
E-39-CENTRAL-BZA-2025~SCR
E-39-CENTRAL-BZA-2025
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹6.2 L
6 Jan 2026
13 Dec 2025
23 Dec 2025
182 items across 5 schedules · ₹11,06,92,174.77 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2238.31 | 177.5 | 3,97,300.03 |
| 2 | All kinds of soil. | cum | 228 | 260.3 | 59,348.4 |
| 3 | All kinds of soil | cum | 895.32 | 126.8 | 1,13,526.58 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 352.12 | 2,123.75 | 7,47,814.85 |
| 5 | All kinds of soil | Sqm | 12000 | 34.15 | 4,09,800 |
| 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 | 12000 | 17.6 | 2,11,200 |
| 7 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 1119.16 | 93.05 | 1,04,137.84 |
| 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 | 190.31 | 7,178.75 | 13,66,187.91 |
| 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 | 292.5 | 10,357.55 | 30,29,583.38 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 780 | 842.5 | 6,57,150 |
| 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 | 1104 | 410.85 | 4,53,578.4 |
| 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 | 353.28 | 18.15 | 6,412.03 |
| 13 | Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. | cum/m depth | 190.31 | 1,098.8 | 2,09,112.63 |
| 14 | 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 | 106.32 | 9,045.75 | 9,61,744.14 |
| 15 | 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 | 6.48 | 10,852.95 | 70,327.12 |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 725.4 | 392.15 | 2,84,465.61 |
| 17 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 480 | 842.5 | 4,04,400 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1104 | 927.25 | 10,23,684 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1287.6 | 736.4 | 9,48,188.64 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 2160 | 961.3 | 20,76,408 |
| 21 | Under 20 cm wide | Metre | 332 | 208.55 | 69,238.6 |
| 22 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 3248 | 384.3 | 12,48,206.4 |
| 23 | 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 | 61.58 | 10,585.9 | 6,51,879.72 |
| 24 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 9 | 20,355.8 | 1,83,202.2 |
| 25 | 40 mm thick | Sqm | 18 | 1,706.55 | 30,717.9 |
| 26 | Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of pumping or bailing out water and removing slush etc., complete. | cum | 443.23 | 1,098.8 | 4,87,021.12 |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 596.14 | 9,655.7 | 57,56,149 |
| 28 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 462.96 | 10,011.35 | 46,34,854.6 |
| 29 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 69.44 | 733.5 | 50,934.24 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 205.26 | 7,132.25 | 14,63,965.64 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 476.93 | 9,105.95 | 43,42,900.73 |
| 32 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 276 | 1,123.8 | 3,10,168.8 |
| 33 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 42 | 8,752.55 | 3,67,607.1 |
| 34 | Area of slab over 0.50 sqm | Sqm | 205.8 | 5,136.3 | 10,57,050.54 |
| 35 | Granite work | Metre | 392 | 510.95 | 2,00,292.4 |
| 36 | 12 mm thick | Sqm | 168 | 1,430.2 | 2,40,273.6 |
| 37 | 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 | 378 | 1,267.95 | 4,79,285.1 |
| 38 | Second class teak wood | cum | 3.24 | 1,42,949.7 | 4,63,157.03 |
| 39 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 105 | 3,167.95 | 3,32,634.75 |
| 40 | 20 mm dia | Metre | 36 | 393.25 | 14,157 |
| 41 | 40 mm | Each | 30 | 311.2 | 9,336 |
| 42 | Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. | Each | 30 | 74.25 | 2,227.5 |
| 43 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 50 | 121.65 | 6,082.5 |
| 44 | 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 | 15 | 983.15 | 14,747.25 |
| 45 | 250x16 mm | Each | 50 | 260.6 | 13,030 |
| 46 | 150x10 mm | Each | 50 | 82.55 | 4,127.5 |
| 47 | 100 mm | Each | 50 | 59.55 | 2,977.5 |
| 48 | Triple strip vertical type | Each | 180 | 52.5 | 9,450 |
| 49 | Providing and fixing cup board shutters 25 mm thick, with Pre- laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in- Charge | Sqm | 226.8 | 2,307.35 | 5,23,306.98 |
| 50 | Second class teak wood | Sqm | 56.7 | 5,024.15 | 2,84,869.31 |
| 51 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 250 | 573.45 | 1,43,362.5 |
| 52 | Decorative finish (wood grained finish) | Sqm | 85 | 4,713.05 | 4,00,609.25 |
| 53 | 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 | 90 | 10,874.2 | 9,78,678 |
| 54 | 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 | 1000 | 772.4 | 7,72,400 |
| 55 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 750 | 614.2 | 4,60,650 |
| 56 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 112.5 | 8,595.15 | 9,66,954.38 |
| 57 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 750 | 83.85 | 62,887.5 |
| 58 | Dark shade pigment using ordinary cement | Sqm | 300 | 1,119.5 | 3,35,850 |
| 59 | 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 | 220.5 | 1,096.55 | 2,41,789.28 |
| 60 | Size of Tile 600x600 mm | Sqm | 1554 | 1,553.45 | 24,14,061.3 |
| 61 | Size of Tile 600x600 mm | Sqm | 512 | 309.05 | 1,58,233.6 |
| 62 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 48 | 4,481.3 | 2,15,102.4 |
| 63 | 75 mm diameter | Metre | 250 | 248.8 | 62,200 |
| 64 | 110 mm diameter | Metre | 450 | 377.4 | 1,69,830 |
| 65 | 75 mm bend | Each | 100 | 105.9 | 10,590 |
| 66 | 110 mm bend | Each | 150 | 150.35 | 22,552.5 |
| 67 | 110 mm | Each | 300 | 371.3 | 1,11,390 |
| 68 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 1554 | 1,355.8 | 21,06,913.2 |
| 69 | 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 | 240 | 738.65 | 1,77,276 |
| 70 | 1:4 (1 cement: 4 fine sand) | Sqm | 1728 | 347.05 | 5,99,702.4 |
| 71 | 1:4 (1 cement: 4 fine sand) | Sqm | 3944 | 399.45 | 15,75,430.8 |
| 72 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1728 | 262.7 | 4,53,945.6 |
| 73 | Raised Band | cm per metre | 1400 | 11.4 | 15,960 |
| 74 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 1728 | 185.65 | 3,20,803.2 |
| 75 | 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 | 3344 | 181.25 | 6,06,100 |
| 76 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 86.4 | 74.65 | 6,449.76 |
| 77 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 240 | 67.4 | 16,176 |
| 78 | Two or more coats on new work | Sqm | 326.4 | 155.9 | 50,885.76 |
| 79 | 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 | 500 | 156.05 | 78,025 |
| 80 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 780 | 2,434.25 | 18,98,715 |
| 81 | 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 | 206.4 | 3,551.25 | 7,32,978 |
| 82 | In cement mortar | cum | 622.72 | 2,060.2 | 12,82,927.74 |
| 83 | Of area 3 sq. metres and below | Each | 100 | 367.2 | 36,720 |
| 84 | Channels, angles, tees and flats | Kg | 15000 | 2.3 | 34,500 |
| 85 | For thickness of tiles 10 mm to 25 mm | Sqm | 378 | 73.4 | 27,745.2 |
| 86 | G.S. Sheet | Sqm | 180 | 164.95 | 29,691 |
| 87 | Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 50 | 112.05 | 5,602.5 |
| 88 | 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 | 1609.12 | 263.95 | 4,24,727.22 |
| 89 | Cement concrete prepared with batch mixing machine | cum | 337.5 | 10,529.35 | 35,53,655.63 |
| 90 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. | per cm depth per cm width per metre length | 1400 | 8.65 | 12,110 |
| 91 | 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 | 275 | 9,823.8 | 27,01,545 |
| 92 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 375 | 2,914.3 | 10,92,862.5 |
| 93 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 25 | 6,767.4 | 1,69,185 |
| 94 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 30 | 6,515.55 | 1,95,466.5 |
| 95 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 4 | 6,258.75 | 25,035 |
| 96 | Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern | Each | 30 | 18,579.95 | 5,57,398.5 |
| 97 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 30 | 1,683.35 | 50,500.5 |
| 98 | Orissa pattern W.C. pan 580x440 mm | Each | 25 | 426.8 | 10,670 |
| 99 | Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. | Each | 30 | 170.7 | 5,121 |
| 100 | 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 | 16 | 1,648.95 | 26,383.2 |
| 101 | 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 | 10 | 1,607.95 | 16,079.5 |
| 102 | Oval shape 450x350 mm (outer dimensions) | Each | 20 | 1,377.1 | 27,542 |
| 103 | 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 | 30 | 168.35 | 5,050.5 |
| 104 | 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 | 30 | 231.95 | 6,958.5 |
| 105 | 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 | 30 | 708.95 | 21,268.5 |
| 106 | 25 mm nominal dia Pipes | Metre | 300 | 401.55 | 1,20,465 |
| 107 | 32 mm nominal dia Pipes | Metre | 300 | 518.75 | 1,55,625 |
| 108 | 50 mm nominal dia Pipes | Metre | 100 | 934.15 | 93,415 |
| 109 | 20 mm nominal dia Pipes | Metre | 100 | 537.6 | 53,760 |
| 110 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 111 | 32 mm nominal dia Pipes | Metre | 150 | 438.6 | 65,790 |
| 112 | 40 mm nominal dia Pipes | Metre | 250 | 563.05 | 1,40,762.5 |
| 113 | 50 mm nominal dia Pipes | Metre | 250 | 794.25 | 1,98,562.5 |
| 114 | 80 mm nominal dia Pipes | Metre | 250 | 2,166.35 | 5,41,587.5 |
| 115 | 25 mm nominal bore | Each | 15 | 464.05 | 6,960.75 |
| 116 | 15 mm nominal bore | Each | 30 | 97.75 | 2,932.5 |
| 117 | 100 mm diameter | Each | 30 | 193.95 | 5,818.5 |
| 118 | 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 | 10000 | 11 | 1,10,000 |
| 119 | 15 mm nominal bore | Each | 60 | 506.8 | 30,408 |
| 120 | 15 mm nominal bore | Each | 30 | 820.7 | 24,621 |
| 121 | 15 mm nominal bore | Each | 30 | 670.45 | 20,113.5 |
| 122 | 15mm nominal bore | Each | 60 | 574.3 | 34,458 |
| 123 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 60 | 112.8 | 6,768 |
| 124 | 80 mm dia nominal bore | Each | 1 | 3,627.65 | 3,627.65 |
| 125 | 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 | 30 | 111.45 | 3,343.5 |
| 126 | 150 mm diameter | Metre | 250 | 695.8 | 1,73,950 |
| 127 | 250 mm diameter | Metre | 100 | 1,505.6 | 1,50,560 |
| 128 | 300 mm dia. R.C.C. pipe | Metre | 50 | 994.3 | 49,715 |
| 129 | Rectangular shape 600x450 mm internal dimensions | Each | 25 | 1,437.65 | 35,941.25 |
| 130 | Square shape 450 mm internal dimensions | Each | 25 | 1,155.45 | 28,886.25 |
| 131 | 300 mm dia piles | Metre | 108 | 3,065.6 | 3,31,084.8 |
| 132 | 450 mm dia piles | Metre | 135 | 4,766.25 | 6,43,443.75 |
| 133 | Initial test (Test Load 2.5 times the Safe capacity) | Per Test | 1 | 54,771.5 | 54,771.5 |
| 134 | Upto 50 tonne capacity pile | Per Test | 1 | 19,632.4 | 19,632.4 |
| 135 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 350 | 495.05 | 1,73,267.5 |
| 136 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 600 | 634.45 | 3,80,670 |
| 137 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 243 | 1,115.4 | 2,71,042.2 |
| 138 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 48 | 1,505.25 | 72,252 |
| 139 | Upto 5mm depth and 5 mm width | Metre | 176 | 96.75 | 17,028 |
| 140 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Each | 25 | 528.85 | 13,221.25 |
| 141 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 100 | 638.35 | 63,835 |
| 142 | 350 mm dia | Metre | 90 | 774.05 | 69,664.5 |
| 143 | 350 mm dia | Metre | 60 | 917.4 | 55,044 |
| 144 | 200 mm nominal size dia | Metre | 150 | 1,113.35 | 1,67,002.5 |
| 145 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 9.71 | 2,024.5 | 19,657.9 |
| 146 | 200 mm dia | Each | 1 | 321.15 | 321.15 |
| 147 | 200 mm clamp | Each | 1 | 2,293.65 | 2,293.65 |
| 148 | 200 mm dia | Each | 1 | 357.6 | 357.6 |
| 149 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 180 | 829.75 | 1,49,355 |
| Schedule total | ₹6,78,98,208.59 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .