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Tender Value
₹6.9 Cr
EMD Value
₹13.7 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 ) Seram - SEM: Proposed Raising of Platform No. 2 to High level at Seram. SW-II) SEM Station: Up gradation of waiting hall and Additional facilities at Seram station under Sr.DEN/West/SC jurisdiction.
100_W_SC_26_OT
100_W_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹13.7 L
24 Jul 2026
2 Jul 2026
10 Jul 2026
220 items across 7 schedules · ₹7,99,62,958.73 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1225 | 177.5 | 2,17,437.5 |
| 2 | All kinds of soil. | cum | 1233 | 260.3 | 3,20,949.9 |
| 3 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 162 | 215.6 | 34,927.2 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 610 | 352.15 | 2,14,811.5 |
| 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 | 1203 | 196 | 2,35,788 |
| 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 | 182 | 700.5 | 1,27,491 |
| 7 | All kinds of soil | cum | 467 | 126.8 | 59,215.6 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 136 | 2,123.75 | 2,88,830 |
| 9 | All kinds of soil | Sqm | 820 | 34.15 | 28,003 |
| 10 | Foundations, footings, bases for columns | Sqm | 254 | 392.15 | 99,606.1 |
| 11 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 102 | 495.75 | 50,566.5 |
| 12 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 62 | 18.15 | 1,125.3 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1020 | 392.15 | 3,99,993 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 220 | 927.25 | 2,03,995 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 750 | 736.4 | 5,52,300 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 491 | 961.3 | 4,71,998.3 |
| 17 | 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 | 99 | 392.15 | 38,822.85 |
| 18 | Under 20 cm wide | Metre | 1362 | 208.55 | 2,84,045.1 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 84 | 733.5 | 61,614 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 63 | 7,132.25 | 4,49,331.75 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 129 | 9,105.95 | 11,74,667.55 |
| 22 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 23 | 905.05 | 20,816.15 |
| 23 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 140 | 1,123.8 | 1,57,332 |
| 24 | 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 | 158 | 8,333.65 | 13,16,716.7 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 469 | 7,311.25 | 34,28,976.25 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 163 | 8,198.55 | 13,36,363.65 |
| 27 | Area of slab upto 0.50 sqm | Sqm | 65 | 5,413.5 | 3,51,877.5 |
| 28 | Area of slab over 0.50 sqm | Sqm | 141 | 5,136.3 | 7,24,218.3 |
| 29 | Second class teak wood | cum | .69 | 1,42,949.7 | 98,635.29 |
| 30 | 35 mm thick shutters | Sqm | 7.5 | 4,111.95 | 30,839.63 |
| 31 | Second class teak wood | Sqm | 7.5 | 3,323.2 | 24,924 |
| 32 | 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 | 10.8 | 1,800.45 | 19,444.86 |
| 33 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 7.6 | 3,167.95 | 24,076.42 |
| 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 | 52 | 228.85 | 11,900.2 |
| 35 | 300x16 mm | Each | 4 | 216.55 | 866.2 |
| 36 | 250x10 mm | Each | 4 | 83.9 | 335.6 |
| 37 | 300x20x6 mm | Each | 4 | 98.35 | 393.4 |
| 38 | 125 mm | Each | 8 | 39.95 | 319.6 |
| 39 | 125x64x2.50 mm | Each | 21 | 129.85 | 2,726.85 |
| 40 | 125x85x5.5 mm (heavy type) | Each | 6 | 268.65 | 1,611.9 |
| 41 | 250x10 mm | Each | 4 | 441.6 | 1,766.4 |
| 42 | 300x16x5 mm | Each | 4 | 322.2 | 1,288.8 |
| 43 | 125 mm | Each | 8 | 256.65 | 2,053.2 |
| 44 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 4 | 121.65 | 486.6 |
| 45 | 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 | 1 | 1,124.85 | 1,124.85 |
| 46 | 300x16 mm | Each | 7 | 303.25 | 2,122.75 |
| 47 | 300x10 mm | Each | 7 | 130.1 | 910.7 |
| 48 | 125 mm | Each | 14 | 66.25 | 927.5 |
| 49 | Twin rubber stopper | Each | 11 | 72.35 | 795.85 |
| 50 | 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 | 9 | 10,993.55 | 98,941.95 |
| 51 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 5.2 | 9,155.2 | 47,607.04 |
| 52 | Light shade pigment using white cement | Sqm | 8 | 1,402 | 11,216 |
| 53 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 1283 | 1,328.35 | 17,04,273.05 |
| 54 | 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 | 185 | 1,112.7 | 2,05,849.5 |
| 55 | Size of Tile 600 x 1200 mm | Sqm | 162 | 1,577.15 | 2,55,498.3 |
| 56 | Size of Tile 600 x 600 mm | Sqm | 46 | 1,464.85 | 67,383.1 |
| 57 | Size of Tile 600x600 mm | Sqm | 2 | 1,623.05 | 3,246.1 |
| 58 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 36 | 4,481.3 | 1,61,326.8 |
| 59 | 75 mm diameter | Metre | 144 | 248.8 | 35,827.2 |
| 60 | 110 mm diameter | Metre | 59 | 377.4 | 22,266.6 |
| 61 | 110 mm bend | Each | 14 | 150.35 | 2,104.9 |
| 62 | 110 mm Shoe | Each | 7 | 131.85 | 922.95 |
| 63 | 110 mm | Each | 60 | 371.3 | 22,278 |
| 64 | 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 | 7 | 54.7 | 382.9 |
| 65 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 95 | 1,529.1 | 1,45,264.5 |
| 66 | 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 | 2023 | 738.65 | 14,94,288.95 |
| 67 | Ridges plain (500 - 600mm) | Metre | 128 | 532.35 | 68,140.8 |
| 68 | Crimp curve | Sqm | 75 | 496.75 | 37,256.25 |
| 69 | 1:6 (1 cement: 6 coarse sand) | Sqm | 956 | 343.65 | 3,28,529.4 |
| 70 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1577 | 395.35 | 6,23,466.95 |
| 71 | 1:6 (1 cement: 6 coarse sand) | Sqm | 656 | 466.05 | 3,05,728.8 |
| 72 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 478 | 262.7 | 1,25,570.6 |
| 73 | Flush/ Ruled pointing | Sqm | 333 | 385.4 | 1,28,338.2 |
| 74 | New work (three or more coats) | Sqm | 2300 | 39.05 | 89,815 |
| 75 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 3084 | 116.9 | 3,60,519.6 |
| 76 | 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 | 478 | 193.7 | 92,588.6 |
| 77 | On concrete work | Sqm | 220 | 235.15 | 51,733 |
| 78 | Two or more coats on new work | Sqm | 231 | 155.9 | 36,012.9 |
| 79 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 179 | 226.25 | 40,498.75 |
| 80 | Two or more coats on new work | Sqm | 1280 | 146.8 | 1,87,904 |
| 81 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 10000 | 6.15 | 61,500 |
| 82 | 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 | 332 | 156.05 | 51,808.6 |
| 83 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 674 | 2,434.25 | 16,40,684.5 |
| 84 | 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 | 199 | 3,551.25 | 7,06,698.75 |
| 85 | In cement mortar | cum | 11 | 2,060.2 | 22,662.2 |
| 86 | In cement mortar | cum | 148 | 2,458.95 | 3,63,924.6 |
| 87 | Of area 3 sq. metres and below | Each | 16 | 367.2 | 5,875.2 |
| 88 | Of area beyond 3 sq. metres | Each | 1 | 502.75 | 502.75 |
| 89 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer- in-charge. | Kg | 340 | 3.85 | 1,309 |
| 90 | For thickness of tiles 10 mm to 25 mm | Sqm | 4528 | 73.4 | 3,32,355.2 |
| 91 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 210 | 266.45 | 55,954.5 |
| 92 | 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 | 2068 | 263.95 | 5,45,848.6 |
| 93 | 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 | 7254 | 218.9 | 15,87,900.6 |
| 94 | 90 mm to 45 mm size stone aggregate | cum | 536 | 2,098.4 | 11,24,742.4 |
| 95 | 53 mm to 22.4 mm size stone aggregate | cum | 402 | 1,842.3 | 7,40,604.6 |
| 96 | 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 | 134 | 1,046.95 | 1,40,291.3 |
| 97 | Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887) | Sqm | 2680 | 125.3 | 3,35,804 |
| 98 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 2680 | 21.2 | 56,816 |
| 99 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.. | Sqm | 2680 | 130.85 | 3,50,678 |
| 100 | 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 | 220 | 206.3 | 45,386 |
| 101 | 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 | 283 | 12,126.2 | 34,31,714.6 |
| 102 | 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 | 536 | 2,914.3 | 15,62,064.8 |
| 103 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 6,767.4 | 20,302.2 |
| 104 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 105 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 6 | 6,258.75 | 37,552.5 |
| 106 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 8 | 2,226.35 | 17,810.8 |
| 107 | 32 mm dia | Each | 8 | 103.9 | 831.2 |
| 108 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 8 | 53.25 | 426 |
| 109 | 15 mm nominal bore | Each | 47 | 97.75 | 4,594.25 |
| 110 | Up to 300 mm dia | Quintal | 4 | 6,352.4 | 25,409.6 |
| 111 | 100 mm dia pipe | Metre | 80 | 1,423.1 | 1,13,848 |
| 112 | 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 |
| 113 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 39 | 112.8 | 4,399.2 |
| 114 | Square shape 450 mm internal dimensions | Each | 20 | 1,155.45 | 23,109 |
| 115 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 72.9 | 530.9 | 38,702.61 |
| 116 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 19.57 | 1,505.25 | 29,457.74 |
| 117 | Upto 5mm depth and 5 mm width | Metre | 80 | 96.75 | 7,740 |
| 118 | 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 | 2 | 1,509.8 | 3,019.6 |
| 119 | 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 | 1 | 1,538.25 | 1,538.25 |
| 120 | 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 | 1 | 1,538.25 | 1,538.25 |
| 121 | Frame size 65 x 100 mm | Metre | 36 | 1,111.3 | 40,006.8 |
| 122 | 35 mm thick | Sqm | 10.8 | 5,015.35 | 54,165.78 |
| Schedule total | ₹3,33,53,275.62 | ||||
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master building conditions
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