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Tender Value
₹3.1 Cr
EMD Value
₹3.0 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.
Upgradation of Existing facilities at ELS/LGD.
01_CO_SC_26_OT~SCR
01_CO_SC_26_OT
Open
Works - General
9 Months
Hyderabad, Telangana
₹0
₹3.0 L
13 Feb 2026
21 Jan 2026
30 Jan 2026
175 items across 6 schedules · ₹3,63,53,504.93 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 2100 | 494.1 | 10,37,610 |
| 2 | All kinds of soil | cum | 1070 | 177.5 | 1,89,925 |
| 3 | All kinds of soil. | cum | 284 | 260.3 | 73,925.2 |
| 4 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 100 | 215.6 | 21,560 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 100 | 352.15 | 35,215 |
| 6 | All kinds of soil | cum | 363 | 126.8 | 46,028.4 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 52 | 2,123.75 | 1,10,435 |
| 8 | All kinds of soil | Sqm | 182 | 34.15 | 6,215.3 |
| 9 | Foundations, footings, bases for columns | Sqm | 75 | 392.15 | 29,411.25 |
| 10 | 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 | 60 | 495.75 | 29,745 |
| 11 | 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 | 1268 | 18.15 | 23,014.2 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 630 | 392.15 | 2,47,054.5 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 481 | 927.25 | 4,46,007.25 |
| 14 | Shelves (Cast in situ) | Sqm | 18 | 927.25 | 16,690.5 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 777 | 736.4 | 5,72,182.8 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 234 | 961.3 | 2,24,944.2 |
| 17 | Under 20 cm wide | Metre | 166 | 208.55 | 34,619.3 |
| 18 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 95 | 951.1 | 90,354.5 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 19 | 733.5 | 13,936.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 7,132.25 | 1,42,645 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 9,105.95 | 1,82,119 |
| 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 | 280 | 8,333.65 | 23,33,422 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 148 | 7,311.25 | 10,82,065 |
| 24 | 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 | 136 | 1,267.95 | 1,72,441.2 |
| 25 | Second class teak wood | cum | 1 | 1,42,949.7 | 1,42,949.7 |
| 26 | 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 | 51 | 1,800.45 | 91,822.95 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 26 | 2,172.1 | 56,474.6 |
| 28 | 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 | 96 | 228.85 | 21,969.6 |
| 29 | 300x16 mm | Each | 24 | 216.55 | 5,197.2 |
| 30 | 250x10 mm | Each | 12 | 83.9 | 1,006.8 |
| 31 | 125 mm | Each | 8 | 39.95 | 319.6 |
| 32 | 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 | 5 | 983.15 | 4,915.75 |
| 33 | 125x75x4 mm | Each | 20 | 150.1 | 3,002 |
| 34 | 250x16 mm | Each | 20 | 260.6 | 5,212 |
| 35 | 250x10 mm | Each | 10 | 115.15 | 1,151.5 |
| 36 | 125 mm | Each | 10 | 66.25 | 662.5 |
| 37 | Twin rubber stopper | Each | 12 | 72.35 | 868.2 |
| 38 | 1.0 mm thick | Sqm | 51 | 897.3 | 45,762.3 |
| 39 | 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 | 51 | 10,993.55 | 5,60,671.05 |
| 40 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 2 | 8,247.25 | 16,494.5 |
| 41 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 74 | 3,653.2 | 2,70,336.8 |
| 42 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 74 | 1,281.35 | 94,819.9 |
| 43 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). | Sqm | 74 | 768.25 | 56,850.5 |
| 44 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 114 | 1,328.35 | 1,51,431.9 |
| 45 | 25 mm thick | Sqm | 50 | 1,948.25 | 97,412.5 |
| 46 | 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 | 18 | 1,096.55 | 19,737.9 |
| 47 | 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 | 7 | 1,112.7 | 7,788.9 |
| 48 | Size of Tile 600 x 1200 mm | Sqm | 300 | 1,577.15 | 4,73,145 |
| 49 | Size of Tile 600x600 mm | Sqm | 17 | 1,623.05 | 27,591.85 |
| 50 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 10 | 3,186.7 | 31,867 |
| 51 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 15 | 4,481.3 | 67,219.5 |
| 52 | 110 mm diameter | Metre | 56 | 377.4 | 21,134.4 |
| 53 | 110 mm bend | Each | 56 | 150.35 | 8,419.6 |
| 54 | 110 mm Shoe | Each | 14 | 131.85 | 1,845.9 |
| 55 | 110 mm | Each | 84 | 371.3 | 31,189.2 |
| 56 | 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 | 14 | 54.7 | 765.8 |
| 57 | 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) | Sqm | 180 | 1,520.1 | 2,73,618 |
| 58 | 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 | 330 | 738.65 | 2,43,754.5 |
| 59 | Ridges plain (500 - 600mm) | Metre | 30 | 532.35 | 15,970.5 |
| 60 | Gutter (600 mm over all girth) | Metre | 30 | 1,313.7 | 39,411 |
| 61 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main 'T' at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross 'T' of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size 24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calcium silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main 'T', bottom exposed with 24 mm of all T- sections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. | Sqm | 180 | 2,158.15 | 3,88,467 |
| 62 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1035 | 343.65 | 3,55,677.75 |
| 63 | 1:6 (1 cement: 6 coarse sand) | Sqm | 640 | 395.35 | 2,53,024 |
| 64 | Ordinary cement finish using ordinary cement | Sqm | 304 | 886.6 | 2,69,526.4 |
| 65 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1035 | 262.7 | 2,71,894.5 |
| 66 | Flush Band | cm per metre | 1140 | 7.5 | 8,550 |
| 67 | Flush/ Ruled pointing | Sqm | 164 | 385.4 | 63,205.6 |
| 68 | Raised and cut pointing | Sqm | 72 | 701.05 | 50,475.6 |
| 69 | New work (three or more coats) | Sqm | 640 | 39.05 | 24,992 |
| 70 | 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 | 1350 | 185.65 | 2,50,627.5 |
| 71 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 955 | 116.9 | 1,11,639.5 |
| 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 | 150 | 176.25 | 26,437.5 |
| 73 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 750 | 170.7 | 1,28,025 |
| 74 | 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 | 952 | 181.25 | 1,72,550 |
| 75 | Two or more coats on new work | Sqm | 600 | 155.9 | 93,540 |
| 76 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 104 | 2,434.25 | 2,53,162 |
| 77 | 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 | 297 | 3,551.25 | 10,54,721.25 |
| 78 | In cement mortar | cum | 166 | 2,060.2 | 3,41,993.2 |
| 79 | In cement mortar | cum | 34 | 2,458.95 | 83,604.3 |
| 80 | Channels, angles, tees and flats | Kg | 3850 | 2.3 | 8,855 |
| 81 | 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 | 850 | 5.65 | 4,802.5 |
| 82 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. | kg per metre height | 422 | 0.85 | 358.7 |
| 83 | Asbestos Cement sheet | Sqm | 444 | 77.3 | 34,321.2 |
| 84 | 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 | 700 | 263.95 | 1,84,765 |
| 85 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 120 | 1,045.65 | 1,25,478 |
| 86 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 87 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 88 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,301.75 | 9,207 |
| 89 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 2 | 1,648.95 | 3,297.9 |
| 90 | 32 mm dia | Each | 4 | 103.9 | 415.6 |
| 91 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 8 | 53.25 | 426 |
| 92 | Rectangular shape 453x357 mm | Each | 2 | 1,361.8 | 2,723.6 |
| 93 | 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 | 2 | 673.4 | 1,346.8 |
| 94 | 15 mm nominal dia Pipes | Metre | 80 | 497.8 | 39,824 |
| 95 | 20 mm nominal dia Pipes | Metre | 80 | 537.6 | 43,008 |
| 96 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 97 | 15 mm nominal dia Pipes | Metre | 100 | 244.7 | 24,470 |
| 98 | 20 mm nominal dia Pipes | Metre | 100 | 274.3 | 27,430 |
| 99 | 25 mm nominal dia Pipes | Metre | 50 | 355.4 | 17,770 |
| 100 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 101 | 15 mm dia nominal bore | Metre | 100 | 366.4 | 36,640 |
| 102 | 20 mm dia nominal bore | Metre | 100 | 437.3 | 43,730 |
| 103 | 25 mm dia nominal bore | Metre | 50 | 551.7 | 27,585 |
| 104 | 50 mm dia nominal bore | Metre | 80 | 1,048.35 | 83,868 |
| 105 | 25 to 40 mm nominal bore | Each | 5 | 911.9 | 4,559.5 |
| 106 | 50 to 80 mm nominal bore | Each | 2 | 1,785.35 | 3,570.7 |
| 107 | 15 mm nominal bore | Each | 10 | 353.25 | 3,532.5 |
| 108 | 20 mm nominal bore | Each | 10 | 379.2 | 3,792 |
| 109 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 110 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 111 | 15 mm nominal bore | Each | 5 | 97.75 | 488.75 |
| 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 | 5000 | 11 | 55,000 |
| 113 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 5 | 161.2 | 806 |
| 114 | 100 mm diameter | Metre | 100 | 443.6 | 44,360 |
| 115 | 150 mm diameter | Metre | 100 | 695.8 | 69,580 |
| 116 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 12,770.55 | 63,852.75 |
| 117 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 15 | 530.9 | 7,963.5 |
| 118 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 51 | 1,176.8 | 60,016.8 |
| 119 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 10 | 1,505.25 | 15,052.5 |
| 120 | Upto 5mm depth and 5 mm width | Metre | 152 | 96.75 | 14,706 |
| 121 | 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 |
| 122 | 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 |
| 123 | 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 |
| 124 | Frame size 65 x 100 mm | Metre | 30 | 1,111.3 | 33,339 |
| 125 | 35 mm thick | Sqm | 10 | 5,015.35 | 50,153.5 |
| Schedule total | ₹1,55,72,187 | ||||
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