Loading
Loading…
Loading…
Tender Value
₹6.3 Cr
EMD Value
₹4.7 L
Closing Date
13 Feb 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.
SC DIV :- Additional works at ABSS stations (PDPL, RDM & MCI) for completion of phase-I under Sr. DEN/North/SC jurisdiction.
07_N_SC_26_OT~SCR
07_N_SC_26_OT
Open
Works - General
9 Months
Hyderabad, Telangana
₹0
₹4.7 L
13 Feb 2026
21 Jan 2026
30 Jan 2026
223 items across 6 schedules · ₹7,29,84,791.04 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 200 | 177.5 | 35,500 |
| 2 | All kinds of soil. | cum | 1600 | 260.3 | 4,16,480 |
| 3 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 120 | 215.6 | 25,872 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 520 | 352.15 | 1,83,118 |
| 5 | 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 | 800 | 196 | 1,56,800 |
| 6 | 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 | 500 | 700.5 | 3,50,250 |
| 7 | All kinds of soil | cum | 405 | 126.8 | 51,354 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 50 | 2,123.75 | 1,06,187.5 |
| 9 | All kinds of soil | Sqm | 500 | 34.15 | 17,075 |
| 10 | Foundations, footings, bases for columns | Sqm | 150 | 392.15 | 58,822.5 |
| 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 | 80 | 410.85 | 32,868 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 375 | 392.15 | 1,47,056.25 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 500 | 927.25 | 4,63,625 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 525 | 736.4 | 3,86,610 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 595 | 961.3 | 5,71,973.5 |
| 16 | Under 20 cm wide | Metre | 240 | 208.55 | 50,052 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 24 | 951.1 | 22,826.4 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 7,132.25 | 35,661.25 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 9,105.95 | 45,529.75 |
| 20 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 85 | 1,123.8 | 95,523 |
| 21 | 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 | 26 | 10,195.45 | 2,65,081.7 |
| 22 | 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 | 315 | 8,333.65 | 26,25,099.75 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 80 | 7,311.25 | 5,84,900 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 30 | 5,413.5 | 1,62,405 |
| 25 | Area of slab over 0.50 sqm | Sqm | 10 | 5,136.3 | 51,363 |
| 26 | Granite of any colour and shade | Sqm | 90 | 3,617.55 | 3,25,579.5 |
| 27 | 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 | 190 | 1,267.95 | 2,40,910.5 |
| 28 | Second class teak wood | cum | 4.18 | 1,42,949.7 | 5,97,529.75 |
| 29 | 35 mm thick shutters | Sqm | 4 | 4,111.95 | 16,447.8 |
| 30 | 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 | 15 | 1,800.45 | 27,006.75 |
| 31 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 21 | 2,392.65 | 50,245.65 |
| 32 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | Sqm | 10 | 2,093.7 | 20,937 |
| 33 | On one side only | Sqm | 10 | 478 | 4,780 |
| 34 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 88 | 228.85 | 20,138.8 |
| 35 | 300x16 mm | Each | 16 | 216.55 | 3,464.8 |
| 36 | 250x10 mm | Each | 8 | 83.9 | 671.2 |
| 37 | 300x20x6 mm | Each | 8 | 98.35 | 786.8 |
| 38 | 125 mm | Each | 16 | 39.95 | 639.2 |
| 39 | 125x64x1.90 mm | Each | 45 | 118.2 | 5,319 |
| 40 | 300x16x5 mm | Each | 4 | 322.2 | 1,288.8 |
| 41 | 40 mm | Each | 4 | 311.2 | 1,244.8 |
| 42 | 100 mm | Each | 4 | 234.7 | 938.8 |
| 43 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 4 | 121.65 | 486.6 |
| 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 | 4 | 983.15 | 3,932.6 |
| 45 | 125x75x4 mm | Each | 6 | 150.1 | 900.6 |
| 46 | Twin rubber stopper | Each | 12 | 72.35 | 868.2 |
| 47 | Double strip (horizontal type) | Each | 4 | 39.7 | 158.8 |
| 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 | 28 | 10,993.55 | 3,07,819.4 |
| 49 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 100 | 1,328.35 | 1,32,835 |
| 50 | 25 mm thick | Sqm | 100 | 1,948.25 | 1,94,825 |
| 51 | 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 | 85 | 1,096.55 | 93,206.75 |
| 52 | Size of Tile 600x600 mm | Sqm | 500 | 1,553.45 | 7,76,725 |
| 53 | Size of Tile 600 x 1200 mm | Sqm | 500 | 1,577.15 | 7,88,575 |
| 54 | Size of Tile 600 x 1200 mm | Sqm | 80 | 1,797.3 | 1,43,784 |
| 55 | Size of Tile 600x600 mm | Sqm | 52 | 1,623.05 | 84,398.6 |
| 56 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 50 | 3,186.7 | 1,59,335 |
| 57 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 50 | 4,481.3 | 2,24,065 |
| 58 | 110 mm diameter | Metre | 125 | 377.4 | 47,175 |
| 59 | 110 mm bend | Each | 44 | 150.35 | 6,615.4 |
| 60 | 110 mm Shoe | Each | 22 | 131.85 | 2,900.7 |
| 61 | 110 mm | Each | 120 | 371.3 | 44,556 |
| 62 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 22 | 54.7 | 1,203.4 |
| 63 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 150 | 1,529.1 | 2,29,365 |
| 64 | 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 | 50 | 738.65 | 36,932.5 |
| 65 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1275 | 395.35 | 5,04,071.25 |
| 66 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1275 | 466.05 | 5,94,213.75 |
| 67 | Flush/ Ruled pointing | Sqm | 260 | 385.4 | 1,00,204 |
| 68 | New work (three or more coats) | Sqm | 875 | 39.05 | 34,168.75 |
| 69 | 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 | 2500 | 185.65 | 4,64,125 |
| 70 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 750 | 116.9 | 87,675 |
| 71 | 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 | 125 | 223.6 | 27,950 |
| 72 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 65 | 176.25 | 11,456.25 |
| 73 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 175 | 226.25 | 39,593.75 |
| 74 | 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 | 2500 | 156.05 | 3,90,125 |
| 75 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 100 | 2,434.25 | 2,43,425 |
| 76 | 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 | 50 | 3,551.25 | 1,77,562.5 |
| 77 | 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 | 100 | 263.95 | 26,395 |
| 78 | 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 | 5200 | 218.9 | 11,38,280 |
| 79 | 90 mm to 45 mm size stone aggregate | cum | 1560 | 2,098.4 | 32,73,504 |
| 80 | 53 mm to 22.4 mm size stone aggregate | cum | 1560 | 1,842.3 | 28,73,988 |
| 81 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 3120 | 1,046.95 | 32,66,484 |
| 82 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 5200 | 13.45 | 69,940 |
| 83 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre- moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 130 | 5.3 | 689 |
| 84 | 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 | 765 | 12,126.2 | 92,76,543 |
| 85 | Overhead informatory road signage | Sqm | 200 | 5,879.9 | 11,75,980 |
| 86 | 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 | 765 | 2,914.3 | 22,29,439.5 |
| 87 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 100 | 4,950.9 | 4,95,090 |
| 88 | With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 100 | 5,272.05 | 5,27,205 |
| 89 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 200 | 1,045.65 | 2,09,130 |
| 90 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 15 | 6,767.4 | 1,01,511 |
| 91 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,515.55 | 97,733.25 |
| 92 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 30 | 6,258.75 | 1,87,762.5 |
| 93 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 2,226.35 | 22,263.5 |
| 94 | 32 mm dia | Each | 5 | 103.9 | 519.5 |
| 95 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 5 | 53.25 | 266.25 |
| 96 | Rectangular shape 1500x450 mm | Each | 10 | 2,093 | 20,930 |
| 97 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 2 | 18,212.9 | 36,425.8 |
| 98 | 15 mm nominal dia Pipes | Metre | 150 | 497.8 | 74,670 |
| 99 | 20 mm nominal dia Pipes | Metre | 75 | 537.6 | 40,320 |
| 100 | 25 mm nominal dia Pipes | Metre | 75 | 627.25 | 47,043.75 |
| 101 | 15 mm nominal dia Pipes | Metre | 100 | 244.7 | 24,470 |
| 102 | 20 mm nominal dia Pipes | Metre | 50 | 274.3 | 13,715 |
| 103 | 15 mm dia nominal bore | Metre | 50 | 366.4 | 18,320 |
| 104 | 20 mm dia nominal bore | Metre | 75 | 437.3 | 32,797.5 |
| 105 | 25 mm dia nominal bore | Metre | 75 | 551.7 | 41,377.5 |
| 106 | 50 mm dia nominal bore | Metre | 90 | 1,048.35 | 94,351.5 |
| 107 | 25 to 40 mm nominal bore | Each | 20 | 911.9 | 18,238 |
| 108 | 50 to 80 mm nominal bore | Each | 20 | 1,785.35 | 35,707 |
| 109 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 110 | 20 mm nominal bore | Each | 20 | 379.2 | 7,584 |
| 111 | 25 mm nominal bore | Each | 20 | 622.4 | 12,448 |
| 112 | 50 mm nominal bore | Each | 20 | 1,026.65 | 20,533 |
| 113 | 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 |
| 114 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 10 | 161.2 | 1,612 |
| 115 | 100 mm diameter | Metre | 380 | 443.6 | 1,68,568 |
| 116 | 150 mm diameter | Metre | 300 | 695.8 | 2,08,740 |
| 117 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 20 | 12,770.55 | 2,55,411 |
| 118 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 650 | 530.9 | 3,45,085 |
| 119 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 350 | 634.45 | 2,22,057.5 |
| 120 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 40 | 1,176.8 | 47,072 |
| 121 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 40 | 1,505.25 | 60,210 |
| 122 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 35 | 1,685.4 | 58,989 |
| 123 | Upto 5mm depth and 5 mm width | Metre | 100 | 96.75 | 9,675 |
| 124 | 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 | 600 | 638.35 | 3,83,010 |
| 125 | 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 | 6.75 | 1,509.8 | 10,191.15 |
| 126 | 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 | 6.75 | 1,538.25 | 10,383.19 |
| 127 | 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 | 6.75 | 1,538.25 | 10,383.19 |
| 128 | Frame size 65 x 100 mm | Metre | 65 | 1,111.3 | 72,234.5 |
| 129 | 35 mm thick | Sqm | 26 | 5,015.35 | 1,30,399.1 |
| Schedule total | ₹4,18,37,936.73 | ||||
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 .