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Tender Value
₹6.4 Cr
EMD Value
₹12.8 L
Closing Date
16 Oct 2026, 2:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGG
14 conditions · 2 needing a document upload
Financial Eligibility Criteria: 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility criteria: (a)The 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 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 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: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, 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 atleast 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. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Defination of Similar Work :- C-2: Any Civil Engineering Works (excluding Track works / Zonal works).
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 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/SC 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 lnstructions 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 documents and strictly adhere to the instructions and directions given therein.
KZJ - BPQ section: Odela - Upgradation of Passenger amenities at Odela Railway Station as per NSG-4 category norms (Building Portion)
145_N_SC_26_OT~SCR
145_N_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹12.8 L
23 Sept 2026
23 Sept 2026
2 Oct 2026
270 items across 6 schedules · ₹4,16,47,881.65 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 1000 | 217.55 | 2,17,550 |
| 2 | 5km | cum | 1000 | 326.68 | 3,26,680 |
| 3 | All kinds of soil | cum | 1650 | 177.5 | 2,92,875 |
| 4 | All kinds of soil. | cum | 2850 | 260.3 | 7,41,855 |
| 5 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 1200 | 215.6 | 2,58,720 |
| 6 | 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 | 750 | 196 | 1,47,000 |
| 7 | All kinds of soil | cum | 1500 | 126.8 | 1,90,200 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 122 | 2,123.75 | 2,59,097.5 |
| 9 | 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 | 5000 | 17.6 | 88,000 |
| 10 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 2500 | 8.95 | 22,375 |
| 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 | 26.78 | 410.85 | 11,002.56 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 561 | 392.15 | 2,19,996.15 |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 120 | 842.5 | 1,01,100 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 90 | 927.25 | 83,452.5 |
| 15 | Shelves (Cast in situ) | Sqm | 50 | 927.25 | 46,362.5 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 617 | 736.4 | 4,54,358.8 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 172 | 961.3 | 1,65,343.6 |
| 18 | Stairs, (excluding landings) except spiral- staircases | Sqm | 25 | 764.95 | 19,123.75 |
| 19 | Arches, domes, vaults up to 6 m span | Sqm | 100 | 2,154.35 | 2,15,435 |
| 20 | Under 20 cm wide | Metre | 180 | 208.55 | 37,539 |
| 21 | 50 mm thick | Sqm | 144 | 1,886.9 | 2,71,713.6 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 120 | 9,105.95 | 10,92,714 |
| 23 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 126 | 1,123.8 | 1,41,598.8 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 9,095.05 | 4,54,752.5 |
| 25 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 16 | 8,752.55 | 1,40,040.8 |
| 26 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 216 | 1,105.8 | 2,38,852.8 |
| 27 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 217 | 8,333.65 | 18,08,402.05 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 263 | 7,311.25 | 19,22,858.75 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 71 | 9,275.45 | 6,58,556.95 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 681 | 5,413.5 | 36,86,593.5 |
| 31 | 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 | 168 | 1,267.95 | 2,13,015.6 |
| 32 | Second class teak wood | cum | .68 | 1,42,949.7 | 97,205.8 |
| 33 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 3,167.95 | 95,038.5 |
| 34 | On one side only | Sqm | 20 | 478 | 9,560 |
| 35 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 20 | 462.35 | 9,247 |
| 36 | Fixed to steel windows by welding | Kg | 50 | 219.1 | 10,955 |
| 37 | 300x16 mm | Each | 20 | 216.55 | 4,331 |
| 38 | 250x10 mm | Each | 20 | 83.9 | 1,678 |
| 39 | 250x10 mm | Each | 20 | 441.6 | 8,832 |
| 40 | 150x10 mm | Each | 20 | 287.25 | 5,745 |
| 41 | 100x10 mm | Each | 20 | 197.5 | 3,950 |
| 42 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 20 | 121.65 | 2,433 |
| 43 | 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 | 20 | 1,124.85 | 22,497 |
| 44 | 125 mm | Each | 20 | 231.05 | 4,621 |
| 45 | 75x45x3.2 mm | Each | 20 | 76.5 | 1,530 |
| 46 | 300x16 mm | Each | 20 | 303.25 | 6,065 |
| 47 | 250x16 mm | Each | 20 | 260.6 | 5,212 |
| 48 | 250x10 mm | Each | 20 | 115.15 | 2,303 |
| 49 | 100 mm | Each | 20 | 59.55 | 1,191 |
| 50 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm 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 2 mm 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 | 50 | 570.95 | 28,547.5 |
| 51 | 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 | 36 | 10,993.55 | 3,95,767.8 |
| 52 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 490 | 614.2 | 3,00,958 |
| 53 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 1440 | 1,328.35 | 19,12,824 |
| 54 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 37.5 | 1,330 | 49,875 |
| 55 | Size of Tile 600x600 mm | Sqm | 245 | 1,553.45 | 3,80,595.25 |
| 56 | Size of Tile 600 x 1200 mm | Sqm | 245 | 1,798.8 | 4,40,706 |
| 57 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 175 | 1,863.9 | 3,26,182.5 |
| 58 | 75 mm diameter | Metre | 100 | 248.8 | 24,880 |
| 59 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 60 | 75 mm | Each | 100 | 91.7 | 9,170 |
| 61 | 110 mm | Each | 100 | 136.15 | 13,615 |
| 62 | 75 mm | Each | 100 | 93.1 | 9,310 |
| 63 | 110 mm | Each | 100 | 127.6 | 12,760 |
| 64 | 75x75x75 mm | Each | 100 | 164.2 | 16,420 |
| 65 | 110x110x110 mm | Each | 100 | 234.15 | 23,415 |
| 66 | 75x75x75 mm | Each | 100 | 144.3 | 14,430 |
| 67 | 110x110x110 mm | Each | 100 | 221.35 | 22,135 |
| 68 | 75 mm Shoe | Each | 100 | 93.1 | 9,310 |
| 69 | 110 mm Shoe | Each | 100 | 131.85 | 13,185 |
| 70 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 100 | 1,529.1 | 1,52,910 |
| 71 | 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 | 2324 | 738.65 | 17,16,622.6 |
| 72 | 1:4 (1 cement: 4 fine sand) | Sqm | 1349 | 399.45 | 5,38,858.05 |
| 73 | 1:6 (1 cement: 6 fine sand) | Sqm | 675 | 383 | 2,58,525 |
| 74 | 1:4 (1 cement: 4 fine sand) | Sqm | 101 | 471.35 | 47,606.35 |
| 75 | 20 mm cement plaster | Sqm | 101 | 587.2 | 59,307.2 |
| 76 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 750 | 518.55 | 3,88,912.5 |
| 77 | 1:3 (1 cement : 3 fine sand) | Sqm | 600 | 300.45 | 1,80,270 |
| 78 | Flush/ Ruled pointing | Sqm | 450 | 385.4 | 1,73,430 |
| 79 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 750 | 116.9 | 87,675 |
| 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 | 1448 | 223.6 | 3,23,772.8 |
| 81 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 450 | 171.1 | 76,995 |
| 82 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 2000 | 193.7 | 3,87,400 |
| 83 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 200 | 226.25 | 45,250 |
| 84 | Two or more coats on new work | Sqm | 1000 | 146.8 | 1,46,800 |
| 85 | One or more coats on old work | Sqm | 200 | 102.8 | 20,560 |
| 86 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 153 | 2,434.25 | 3,72,440.25 |
| 87 | 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 | 12 | 3,551.25 | 42,615 |
| 88 | In cement mortar | cum | 63 | 2,060.2 | 1,29,792.6 |
| 89 | In cement mortar | cum | 114 | 2,458.95 | 2,80,320.3 |
| 90 | 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 | 1000 | 5.65 | 5,650 |
| 91 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 45 | 266.45 | 11,990.25 |
| 92 | G.S. Sheet | Sqm | 300 | 164.95 | 49,485 |
| 93 | 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 | 5000 | 263.95 | 13,19,750 |
| 94 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer- in-charge. | Each | 500 | 206.3 | 1,03,150 |
| 95 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 96 | 12,126.2 | 11,64,115.2 |
| 96 | Overhead informatory road signage | Sqm | 30 | 5,879.9 | 1,76,397 |
| 97 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 165 | 747.8 | 1,23,387 |
| 98 | 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 | 900 | 2,914.3 | 26,22,870 |
| 99 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 150 | 1,091.5 | 1,63,725 |
| 100 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 101 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 102 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 6,258.75 | 62,587.5 |
| 103 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 10 | 1,879.2 | 18,792 |
| 104 | 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 | 10 | 3,960.55 | 39,605.5 |
| 105 | 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 | 20 | 1,550.6 | 31,012 |
| 106 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 10 | 1,034.8 | 10,348 |
| 107 | 32 mm dia | Each | 10 | 103.9 | 1,039 |
| 108 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 10 | 53.25 | 532.5 |
| 109 | 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 |
| 110 | Rectangular shape 453x357 mm | Each | 10 | 1,361.8 | 13,618 |
| 111 | Rectangular shape 1500x450 mm | Each | 10 | 2,093 | 20,930 |
| 112 | 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 | 10 | 1,083.5 | 10,835 |
| 113 | C.P. brass | Each | 10 | 803.7 | 8,037 |
| 114 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 10 | 1,180.75 | 11,807.5 |
| 115 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 | Metre | 10 | 1,169.3 | 11,693 |
| 116 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 | Metre | 10 | 964.25 | 9,642.5 |
| 117 | 75 mm dia pipe | Each | 10 | 168.2 | 1,682 |
| 118 | Sand cast iron S&S as per IS - 1729 | Each | 20 | 598.5 | 11,970 |
| 119 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 501.45 | 5,014.5 |
| 120 | 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 | 10 | 708.95 | 7,089.5 |
| 121 | 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 | 10 | 14,999.15 | 1,49,991.5 |
| 122 | 15 mm nominal dia Pipes | Metre | 100 | 286.8 | 28,680 |
| 123 | 20 mm nominal dia Pipes | Metre | 100 | 335 | 33,500 |
| 124 | 25 mm nominal dia Pipes | Metre | 100 | 401.55 | 40,155 |
| 125 | 32 mm nominal dia Pipes | Metre | 200 | 518.75 | 1,03,750 |
| 126 | 50 mm nominal dia Pipes | Metre | 150 | 934.15 | 1,40,122.5 |
| 127 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 128 | 15 mm nominal dia Pipes | Metre | 100 | 244.7 | 24,470 |
| 129 | 15 mm dia nominal bore | Metre | 120 | 322.15 | 38,658 |
| 130 | 25 mm dia nominal bore | Metre | 100 | 467.75 | 46,775 |
| 131 | 50 mm dia nominal bore | Metre | 600 | 762.15 | 4,57,290 |
| 132 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 133 | 50 mm nominal bore | Each | 4 | 1,026.65 | 4,106.6 |
| 134 | Vertical | Each | 10 | 1,134.7 | 11,347 |
| 135 | Vertical | Each | 10 | 1,445.15 | 14,451.5 |
| 136 | 15 mm nominal bore | Each | 20 | 506.8 | 10,136 |
| 137 | 15 mm nominal bore | Each | 10 | 820.7 | 8,207 |
| 138 | 15 mm nominal bore | Each | 10 | 798.95 | 7,989.5 |
| 139 | 15 mm nominal bore | Each | 25 | 670.45 | 16,761.25 |
| 140 | 15mm nominal bore | Each | 15 | 574.3 | 8,614.5 |
| 141 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 125.6 | 2,512 |
| 142 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 50 | 112.8 | 5,640 |
| 143 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 50 | 196.95 | 9,847.5 |
| 144 | 150 mm diameter | Metre | 150 | 695.8 | 1,04,370 |
| 145 | 200 mm diameter | Metre | 150 | 970.35 | 1,45,552.5 |
| 146 | 300 mm diameter | Metre | 200 | 2,064.15 | 4,12,830 |
| 147 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 2,707.65 | 27,076.5 |
| 148 | 600 mm dia. R.C.C. pipe | Metre | 50 | 2,243.4 | 1,12,170 |
| 149 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 15 | 12,770.55 | 1,91,558.25 |
| 150 | Rectangular manhole 90x80 cm and 45 cm deep | Each | 10 | 2,540.85 | 25,408.5 |
| 151 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 598.6 | 29,930 |
| 152 | 100 mm nominal size dia | Metre | 20 | 672.3 | 13,446 |
| 153 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 3.37 | 1,509.8 | 5,088.03 |
| 154 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 3.38 | 1,538.25 | 5,199.29 |
| 155 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 3.38 | 1,538.25 | 5,199.29 |
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Mastertenderbooklet2ason26.03.2026.pdf
ATTACHMENT
Mastertenderbooklet1ason26.03.2026.pdf
ATTACHMENT
STCableconditions.pdf
ATTACHMENT
Special conditions for tender
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Scopeofwork_1.pdf
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MasterDocumentforSpecialConditionsforcontractsforCivil-Buildingworks-Correctedon10.03.2026.pdf
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