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Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
20 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
BUILDINGS
14 conditions · 3 needing a document upload
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.
(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.
Definition of Similar Nature Work :- Any Civil Engineering works (excluding Track works/Zonal works).
18 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.
All the instructions furnished in the Technical Compliance/ Commercial Compliance/ Custom/ Undertakings/General Instructions/Undertakings 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.
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/NED Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
SW-I: Construction of TRD Depot at Chhatrapati Sambhajinagar (CPSN) Station. SW-II: RPF office Building at Nagarsol along-with Amenities. SW-III: Improvement of Running Room at Manmad Station.
T-202627-3-029
T-202627-3-029
Open
Works - General
12 Months
Nanded, Maharashtra
₹0
₹8.0 L
20 Aug 2026
29 Jul 2026
6 Aug 2026
243 items across 5 schedules · ₹4,72,40,334.96 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum 122.16 | — | 217.55 | 26,575.91 |
| 2 | All kinds of soil | cum 539.6 | — | 177.5 | 95,779 |
| 3 | Ordinary rock | cum 267.55 | — | 498.9 | 1,33,480.7 |
| 4 | Hard rock (blasting prohibited) | cum 292.45 | — | 1,432.95 | 4,19,066.23 |
| 5 | All kinds of soil. | cum 155.35 | — | 260.3 | 40,437.61 |
| 6 | Ordinary rock | cum 66.8 | — | 632.95 | 42,281.06 |
| 7 | Hard rock (blasting prohibited) | cum 102.01 | — | 1,523.05 | 1,55,366.33 |
| 8 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre 75 | — | 352.15 | 26,411.25 |
| 9 | 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 217 | — | 196 | 42,532 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum 103.2 | — | 2,123.75 | 2,19,171 |
| 11 | All kinds of soil | Sqm 600 | — | 34.15 | 20,490 |
| 12 | 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 65 | — | 7,294.7 | 4,74,155.5 |
| 13 | 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 107.7 | — | 7,178.75 | 7,73,151.38 |
| 14 | Foundations, footings, bases for columns | Sqm 305.3 | — | 392.15 | 1,19,723.4 |
| 15 | 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 288 | — | 410.85 | 1,18,324.8 |
| 16 | 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 37 of 50 kg cement used | — | 18.15 | 671.55 |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 235.41 | — | 392.15 | 92,316.03 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm 1184.13 | — | 927.25 | 10,97,984.54 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 796.84 | — | 736.4 | 5,86,792.98 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 827.07 | — | 961.3 | 7,95,062.39 |
| 21 | Stairs, (excluding landings) except spiral- staircases | Sqm 24.6 | — | 764.95 | 18,817.77 |
| 22 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm 13.77 | — | 392.15 | 5,399.91 |
| 23 | Under 20 cm wide | Metre 585.4 | — | 208.55 | 1,22,085.17 |
| 24 | Weather shade, Chajjas, corbels etc., including edges | Sqm 97.73 | — | 951.1 | 92,951 |
| 25 | 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 1.76 | — | 10,585.9 | 18,631.18 |
| 26 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 18574.06 | — | 107.85 | 20,03,212.37 |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 27218.78 | — | 107.85 | 29,35,545.42 |
| 28 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 251.92 | — | 9,504.75 | 23,94,436.62 |
| 29 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 326.08 | — | 9,860.4 | 32,15,279.23 |
| 30 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 31.61 | — | 733.5 | 23,185.94 |
| 31 | Door frame 125 mmx 60 mm | Metre 96.1 | — | 814.85 | 78,307.09 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 66.2 | — | 7,132.25 | 4,72,154.95 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 35.67 | — | 9,105.95 | 3,24,809.24 |
| 34 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm 143.77 | — | 905.05 | 1,30,119.04 |
| 35 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm 5.2 | — | 1,123.8 | 5,843.76 |
| 36 | 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 380.62 | — | 8,333.65 | 31,71,953.86 |
| 37 | Area of slab over 0.50 sqm | Sqm 281.34 | — | 5,136.3 | 14,45,046.64 |
| 38 | Each 5 | — | 978.7 | 4,893.5 | |
| 39 | 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 591.77 | — | 1,267.95 | 7,50,334.77 |
| 40 | Second class teak wood | cum .22 | — | 1,42,949.7 | 31,448.93 |
| 41 | 30 mm thick shutters | Sqm 10.48 | — | 3,747.3 | 39,271.7 |
| 42 | Second class teak wood | Sqm 10.48 | — | 3,323.2 | 34,827.14 |
| 43 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm 25 | — | 1,800.45 | 45,011.25 |
| 44 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 36.69 | — | 3,473.85 | 1,27,455.56 |
| 45 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg 1400 | — | 238.35 | 3,33,690 |
| 46 | With 2nd class teak wood beading 62X19 mm | Sqm 29 | — | 1,308.35 | 37,942.15 |
| 47 | 100x58x1.90 mm | Each 60 | — | 48.2 | 2,892 |
| 48 | 250x16 mm | Each 44 | — | 193.7 | 8,522.8 |
| 49 | 150x10 mm | Each 43 | — | 59.45 | 2,556.35 |
| 50 | 250x20x6 mm | Each 30 | — | 79.85 | 2,395.5 |
| 51 | 125 mm | Each 28 | — | 39.95 | 1,118.6 |
| 52 | 100 mm | Each 30 | — | 32.55 | 976.5 |
| 53 | 100x70x4 mm (ordinary type) | Each 16 | — | 148.25 | 2,372 |
| 54 | 200x10 mm | Each 5 | — | 358.4 | 1,792 |
| 55 | 250x16x5 mm | Each 10 | — | 308 | 3,080 |
| 56 | Size 40 mm | Each 5 | — | 319.75 | 1,598.75 |
| 57 | Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. | Each 5 | — | 151.05 | 755.25 |
| 58 | 100 mm | Each 10 | — | 206.25 | 2,062.5 |
| 59 | 100x75x4 mm | Each 15 | — | 115.4 | 1,731 |
| 60 | 250x16 mm | Each 34 | — | 260.6 | 8,860.4 |
| 61 | 200x10 mm | Each 12 | — | 99.7 | 1,196.4 |
| 62 | 150x10 mm | Each 5 | — | 82.55 | 412.75 |
| 63 | 100 mm | Each 34 | — | 59.55 | 2,024.7 |
| 64 | Double strip (horizontal type) | Each 10 | — | 39.7 | 397 |
| 65 | Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) | Each 50 | — | 20.4 | 1,020 |
| 66 | 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 82.46 | — | 492.7 | 40,628.04 |
| 67 | 30 mm thick plain PVC door shutters | Sqm 32.09 | — | 3,182.95 | 1,02,140.87 |
| 68 | 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 15 | — | 2,307.35 | 34,610.25 |
| 69 | With 12 mm mild steel U beading | Sqm 50 | — | 1,228 | 61,400 |
| 70 | Using R2 series with frame (65 mm & above) x (40 mm & above) & glazed sash (25 mm & above) x (50 mm & above) & fly screen sash (18 mm & above) x (40 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm 106 | — | 9,933.4 | 10,52,940.4 |
| 71 | 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 20.8 | — | 10,874.2 | 2,26,183.36 |
| 72 | 18 mm thick | Sqm 15 | — | 1,362.3 | 20,434.5 |
| 73 | Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge. | Sqm 15 | — | 1,010.6 | 15,159 |
| 74 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each 10 | — | 272 | 2,720 |
| 75 | 25 mm thick | Sqm 1200 | — | 1,948.25 | 23,37,900 |
| 76 | 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 150 | — | 1,096.55 | 1,64,482.5 |
| 77 | Providing and fixing 1st quality ceramic glazed floor 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 28.45 | — | 1,112.7 | 31,656.32 |
| 78 | Size of Tile 600x600 mm | Sqm 1071.8 | — | 1,553.45 | 16,64,987.71 |
| 79 | Size of Tile 600x600 mm | Sqm 960 | — | 1,623.05 | 15,58,128 |
| 80 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm 192.5 | — | 3,186.7 | 6,13,439.75 |
| 81 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm 192.5 | — | 4,481.3 | 8,62,650.25 |
| 82 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm 450 | — | 3,071.05 | 13,81,972.5 |
| 83 | 1:6 (1 cement: 6 fine sand) | Sqm 2093.79 | — | 333.35 | 6,97,964.9 |
| 84 | 1:6 (1 cement: 6 fine sand) | Sqm 2843.19 | — | 383 | 10,88,941.77 |
| 85 | 1:3 (1 cement : 3 fine sand) | Sqm 107.57 | — | 300.45 | 32,319.41 |
| 86 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 1115 | — | 262.7 | 2,92,910.5 |
| 87 | 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 3815.8 | — | 185.65 | 7,08,403.27 |
| 88 | 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 164.74 | — | 171.1 | 28,187.01 |
| 89 | 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 3458.22 | — | 181.25 | 6,26,802.38 |
| 90 | Two or more coats on new work | Sqm 510.4 | — | 155.9 | 79,571.36 |
| 91 | Two or more coats on new work | Sqm 208 | — | 146.8 | 30,534.4 |
| 92 | 3 mm thick | Sqm 208 | — | 537.45 | 1,11,789.6 |
| 93 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum 39.01 | — | 2,434.25 | 94,960.09 |
| 94 | In cement mortar | cum 14.35 | — | 2,060.2 | 29,563.87 |
| 95 | In cement mortar | cum 21.84 | — | 2,458.95 | 53,703.47 |
| 96 | For thickness of tiles 10 mm to 25 mm | Sqm 274.63 | — | 73.4 | 20,157.84 |
| 97 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm 223.51 | — | 266.45 | 59,554.24 |
| 98 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum 41.6 | — | 2,818.9 | 1,17,266.24 |
| 99 | 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 138.08 | — | 263.95 | 36,446.22 |
| 100 | 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 166.4 | — | 218.9 | 36,424.96 |
| 101 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum 112.5 | — | 7,993.8 | 8,99,302.5 |
| 102 | Cement concrete prepared with batch mixing machine | cum 33.28 | — | 10,529.35 | 3,50,416.77 |
| 103 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum 41.6 | — | 2,784 | 1,15,814.4 |
| 104 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | cum 33.28 | — | 4,148.65 | 1,38,067.07 |
| 105 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm 725.25 | — | 1,091.5 | 7,91,610.38 |
| 106 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each 4 | — | 6,767.4 | 27,069.6 |
| 107 | Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests | Each 6 | — | 11,390.95 | 68,345.7 |
| 108 | W.C. pan with ISI marked white solid plastic seat and lid | Each 8 | — | 6,515.55 | 52,124.4 |
| 109 | W.C. pan with ISI marked black solid plastic seat and lid | Each 1 | — | 6,383.25 | 6,383.25 |
| 110 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each 3 | — | 9,612.4 | 28,837.2 |
| 111 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each 16 | — | 1,879.2 | 30,067.2 |
| 112 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each 12 | — | 1,683.35 | 20,200.2 |
| 113 | 510x1040 mm bowl depth 250 mm | Each 5 | — | 6,945.6 | 34,728 |
| 114 | 610x510 mm bowl depth 200 mm | Each 1 | — | 4,940.8 | 4,940.8 |
| 115 | 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 9 | — | 349.15 | 3,142.35 |
| 116 | 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 7 | — | 6,940.75 | 48,585.25 |
| 117 | 32 mm dia | Each 16 | — | 119.55 | 1,912.8 |
| 118 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each 10 | — | 53.25 | 532.5 |
| 119 | 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 3 | — | 1,607.95 | 4,823.85 |
| 120 | Rectangular shape 453x357 mm | Each 1 | — | 1,361.8 | 1,361.8 |
| 121 | Rectangular shape 1500x450 mm | Each 1 | — | 2,093 | 2,093 |
| 122 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre 20.8 | — | 1,180.75 | 24,559.6 |
| 123 | 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 8 | — | 168.35 | 1,346.8 |
| 124 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each 5 | — | 673.4 | 3,367 |
| 125 | 100 mm diameter | Metre 27.5 | — | 443.6 | 12,199 |
| 126 | 100 mm diameter S.W. pipe | Metre 27.5 | — | 964.75 | 26,530.63 |
| 127 | 150 mm dia. R.C.C. pipe | Metre 75 | — | 556.45 | 41,733.75 |
| 128 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each 3 | — | 26,405.5 | 79,216.5 |
| 129 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each 2 | — | 5,957.9 | 11,915.8 |
| 130 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each 1 | — | 2,890.1 | 2,890.1 |
| 131 | 450 mm dia RCC pipes. | Metre 43.16 | — | 2,676.55 | 1,15,519.9 |
| 132 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg 414 | — | 530.9 | 2,19,792.6 |
| 133 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg 282.96 | — | 634.45 | 1,79,523.97 |
| 134 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm 15 | — | 1,139.3 | 17,089.5 |
| 135 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm 6.75 | — | 1,176.8 | 7,943.4 |
| 136 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm 69.45 | — | 1,505.25 | 1,04,539.61 |
| 137 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm 104.1 | — | 688.9 | 71,714.49 |
| 138 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum 46.81 | — | 8,042.3 | 3,76,460.06 |
| 139 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum 10.4 | — | 16,112.1 | 1,67,565.84 |
| 140 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self- priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in- Charge. | Sqm 104.1 | — | 563.1 | 58,618.71 |
| 141 | Frame size 45 x 70 mm | Metre 35.94 | — | 705.85 | 25,368.25 |
| 142 | 30 mm thick | Sqm 8.09 | — | 4,346.7 | 35,164.8 |
| Schedule total | ₹4,17,18,546.66 | ||||
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AdvanceCorrectioSlip7-10forGCC.pdf
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