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Tender Value
₹5.0 Cr
EMD Value
₹9.9 L
Closing Date
24 Jul 2026, 2:00 pmClosed
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.
SW - I - Replacement of 6 nos Type-II quarters and 2 nos. Type-III quarters at WIRUR station under Sr.ADEN/BPA sub division. SW-II - Construction of Type II Quarters -6 Nos. at Makudi station under Sr.ADEN/BPA sub-division in Sr.DEN/North jurisdiction.
91_N_SC_26_OT
91_N_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹9.9 L
24 Jul 2026
1 Jul 2026
10 Jul 2026
155 items across 5 schedules · ₹5,81,98,834.13 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum 212.5 | — | 217.55 | 46,229.38 |
| 2 | All kinds of soil | cum 4300 | — | 177.5 | 7,63,250 |
| 3 | Ordinary rock | cum 389.12 | — | 498.9 | 1,94,131.97 |
| 4 | All kinds of soil. | cum 560.36 | — | 260.3 | 1,45,861.71 |
| 5 | Pipes, cables etc, not exceeding 80 mm dia. | Metre 297.5 | — | 215.6 | 64,141 |
| 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 3450 | — | 196 | 6,76,200 |
| 7 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 698 | 700.5 | 4,88,949 |
| 8 | All kinds of soil | cum 2327.99 | — | 126.8 | 2,95,189.13 |
| 9 | Ordinary or hard rock | cum 394.62 | — | 227.4 | 89,736.59 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 225 | 2,123.75 | 4,77,843.75 |
| 11 | All kinds of soil | Sqm 2677.5 | — | 34.15 | 91,436.63 |
| 12 | 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 4462.5 | — | 17.6 | 78,540 |
| 13 | Beyond 60 cm girth upto and including 120 cm girth | Each | 11 | 2,373.5 | 26,108.5 |
| 14 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm 1390 | — | 310.05 | 4,30,969.5 |
| 15 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum 1785 | — | 93.05 | 1,66,094.25 |
| 16 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm 2100 | — | 842.5 | 17,69,250 |
| 17 | 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 1499.4 of 50 kg cement used | — | 18.15 | 27,214.11 |
| 18 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 391.98 | — | 392.15 | 1,53,714.96 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 562.7 | — | 736.4 | 4,14,372.28 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 1215 | — | 961.3 | 11,67,979.5 |
| 21 | Stairs, (excluding landings) except spiral- staircases | Sqm 97.02 | — | 764.95 | 74,215.45 |
| 22 | Under 20 cm wide | Metre 1207.55 | — | 208.55 | 2,51,834.55 |
| 23 | Weather shade, Chajjas, corbels etc., including edges | Sqm 46.83 | — | 951.1 | 44,540.01 |
| 24 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm 1455 | — | 1,028.4 | 14,96,322 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 44.05 | — | 7,132.25 | 3,14,175.61 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 28.74 | — | 9,105.95 | 2,61,705 |
| 27 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 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 in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 7.77 | 10,195.45 | 79,218.65 |
| 28 | 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 872.86 | — | 8,333.65 | 72,74,109.74 |
| 29 | Area of slab over 0.50 sqm | Sqm 199.24 | — | 5,136.3 | 10,23,356.41 |
| 30 | Granite work | Metre 793.49 | — | 510.95 | 4,05,433.72 |
| 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 436.22 | — | 1,267.95 | 5,53,105.15 |
| 32 | Second class teak wood | cum | 2.98 | 1,42,949.7 | 4,25,990.11 |
| 33 | 35 mm thick shutters | Sqm 96.63 | — | 4,111.95 | 3,97,337.73 |
| 34 | Second class teak wood | Sqm 96.63 | — | 3,323.2 | 3,21,120.82 |
| 35 | Second class teak wood | Sqm 29.99 | — | 4,852.3 | 1,45,520.48 |
| 36 | 20 mm dia | Metre 107.95 | — | 393.25 | 42,451.34 |
| 37 | 300x16 mm | Each | 94 | 216.55 | 20,355.7 |
| 38 | 250x10 mm | Each | 94 | 83.9 | 7,886.6 |
| 39 | 125 mm | Each | 94 | 39.95 | 3,755.3 |
| 40 | 125x64x2.50 mm | Each | 285 | 129.85 | 37,007.25 |
| 41 | 75x45x3.2 mm | Each | 70 | 76.5 | 5,355 |
| 42 | 250x16 mm | Each | 47 | 260.6 | 12,248.2 |
| 43 | 200x10 mm | Each | 23 | 99.7 | 2,293.1 |
| 44 | 100 mm | Each | 47 | 59.55 | 2,798.85 |
| 45 | Twin rubber stopper | Each | 94 | 72.35 | 6,800.9 |
| 46 | Extruded section profile size 42x50 mm | Metre | 119 | 331.35 | 39,430.65 |
| 47 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm 38.08 | — | 3,253.8 | 1,23,904.7 |
| 48 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm 87.64 | — | 10,993.55 | 9,63,474.72 |
| 49 | 125 mm | Each | 189 | 119.2 | 22,528.8 |
| 50 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm 142.8 | — | 614.2 | 87,707.76 |
| 51 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm 142.8 | — | 83.85 | 11,973.78 |
| 52 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 93.5 | 1,328.35 | 1,24,200.73 |
| 53 | 25 mm thick | Sqm | 93.5 | 1,948.25 | 1,82,161.38 |
| 54 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm 94.94 | — | 1,315.3 | 1,24,874.58 |
| 55 | Size of Tile 600x600 mm | Sqm 770.43 | — | 1,553.45 | 11,96,824.48 |
| 56 | Size of Tile 600x600 mm | Sqm 61.88 | — | 1,623.05 | 1,00,434.33 |
| 57 | 75 mm diameter | Metre 178.5 | — | 248.8 | 44,410.8 |
| 58 | 110 mm diameter | Metre | 71.4 | 377.4 | 26,946.36 |
| 59 | 75 mm bend | Each | 35 | 105.9 | 3,706.5 |
| 60 | 110 mm bend | Each | 23 | 150.35 | 3,458.05 |
| 61 | 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 490.88 | — | 738.65 | 3,62,588.51 |
| 62 | Crimp curve | Sqm 65.45 | — | 496.75 | 32,512.29 |
| 63 | 1:6 (1 cement: 6 coarse sand) | Sqm 3240.31 | — | 395.35 | 12,81,056.56 |
| 64 | 1:3 (1 cement: 3 fine sand) | Sqm 171.36 | — | 494.3 | 84,703.25 |
| 65 | 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 4390.16 | — | 518.55 | 22,76,517.47 |
| 66 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 3644.34 | — | 262.7 | 9,57,368.12 |
| 67 | Raised Band | cm per 456.01 metre | — | 9.35 | 4,263.69 |
| 68 | 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 3244.06 | — | 185.65 | 6,02,259.74 |
| 69 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm 2380 | — | 116.9 | 2,78,222 |
| 70 | 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 2268.37 | — | 171.1 | 3,88,118.11 |
| 71 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm 104.25 | — | 226.25 | 23,586.56 |
| 72 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in- Charge. (Final coat to be done in 1 or 2 layers without gap of time.) | Sqm 239.91 | — | 1,360.45 | 3,26,385.56 |
| 73 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 59.5 | 2,434.25 | 1,44,837.88 |
| 74 | 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 | 59.5 | 3,551.25 | 2,11,299.38 |
| 75 | In cement mortar | cum | 59.5 | 2,060.2 | 1,22,581.9 |
| 76 | In cement mortar | cum | 59.5 | 2,458.95 | 1,46,307.53 |
| 77 | Of area 3 sq. metres and below | Each | 11 | 367.2 | 4,039.2 |
| 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 | 119 | 5.65 | 672.35 |
| 79 | 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 148.75 | — | 263.95 | 39,262.56 |
| 80 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 680 | 218.9 | 1,48,852 |
| 81 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 680 | 60.5 | 41,140 |
| 82 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 680 | 505.65 | 3,43,842 |
| 83 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 680 | 88.55 | 60,214 |
| 84 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 11 | 6,767.4 | 74,441.4 |
| 85 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 11 | 6,515.55 | 71,671.05 |
| 86 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 11 | 2,301.75 | 25,319.25 |
| 87 | 610x510 mm bowl depth 200 mm | Each | 11 | 4,940.8 | 54,348.8 |
| 88 | 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 | 11 | 6,940.75 | 76,348.25 |
| 89 | 32 mm dia | Each | 23 | 119.55 | 2,749.65 |
| 90 | 40 mm dia | Each | 23 | 119.55 | 2,749.65 |
| 91 | 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 | 11 | 1,607.95 | 17,687.45 |
| 92 | 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 | 11 | 1,083.5 | 11,918.5 |
| 93 | 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 | 11 | 231.95 | 2,551.45 |
| 94 | 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 | 27 | 708.95 | 19,141.65 |
| 95 | 20 mm nominal dia Pipes | Metre 178.5 | — | 537.6 | 95,961.6 |
| 96 | 25 mm nominal dia Pipes | Metre 178.5 | — | 627.25 | 1,11,964.13 |
| 97 | 50 mm dia nominal bore | Metre | 119 | 1,048.35 | 1,24,753.65 |
| 98 | 50 mm dia nominal bore | Metre | 935 | 762.15 | 7,12,610.25 |
| 99 | 50 to 80 mm nominal bore | Each | 59 | 1,785.35 | 1,05,335.65 |
| 100 | 25 mm nominal bore | Each | 11 | 622.4 | 6,846.4 |
| 101 | 50 mm nominal bore | Each | 17 | 1,026.65 | 17,453.05 |
| 102 | 80 mm nominal bore | Each | 6 | 2,604.55 | 15,627.3 |
| 103 | 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 13000 Litre | — | 11 | 1,43,000 |
| 104 | 15 mm nominal bore | Each | 11 | 798.95 | 8,788.45 |
| 105 | 15mm nominal bore | Each | 11 | 574.3 | 6,317.3 |
| 106 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 11 | 161.2 | 1,773.2 |
| 107 | 125 mm nominal dia with 25 mm waste hole | Each | 59 | 51.85 | 3,059.15 |
| 108 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 23 | 121.4 | 2,792.2 |
| 109 | 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 | 23 | 111.45 | 2,563.35 |
| 110 | 15 mm nominal bore with 45 cm length | Each | 23 | 121.9 | 2,803.7 |
| 111 | 25mm nominal bore, weighing not less than 62 gms | Each | 11 | 113.35 | 1,246.85 |
| 112 | 100 mm diameter | Metre | 71.4 | 443.6 | 31,673.04 |
| 113 | 150 mm diameter | Metre | 71.4 | 695.8 | 49,680.12 |
| 114 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm 94.73 | — | 617.05 | 58,453.15 |
| 115 | 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 | 47.6 | 1,509.8 | 71,866.48 |
| 116 | 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 | 47.6 | 1,538.25 | 73,220.7 |
| 117 | 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 | 47.6 | 1,538.25 | 73,220.7 |
| Schedule total | ₹3,37,92,755.73 | ||||
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