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Tender Value
₹14.3 Cr
EMD Value
₹28.5 L
Closing Date
22 May 2026, 2:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 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 :- B-5: Any work consisting of steel fabrication and erection of FOB or Steel / Composite girder Bridges or ROB with steel composite girder or Industrial Shed or PF shelter (steel) or Microwave / HT tower or replacement of steel members / repairs on steel girder Bridges or Steel Sleepers over girder Bridges.
17 conditions · 6 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.
Bhadrachalam road : Improvements to water supply arrangements Provision of main & 2nd entry B.Os, PF shelters, vehicle parking area etc.at BDCR.
46_S_SC_26_OT
46_S_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹28.5 L
22 May 2026
29 Apr 2026
8 May 2026
235 items across 7 schedules · ₹16,59,77,832.27 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 6407 | 177.5 | 11,37,242.5 |
| 2 | Ordinary rock | cum | 977 | 498.9 | 4,87,425.3 |
| 3 | Hard rock (blasting prohibited) | cum | 20 | 1,432.95 | 28,659 |
| 4 | All kinds of soil. | cum | 696 | 260.3 | 1,81,168.8 |
| 5 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 1030 | 215.6 | 2,22,068 |
| 6 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 785 | 352.15 | 2,76,437.75 |
| 7 | 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 | 5253 | 196 | 10,29,588 |
| 8 | 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 | 2150 | 700.5 | 15,06,075 |
| 9 | All kinds of soil | cum | 2943 | 126.8 | 3,73,172.4 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 790 | 2,123.75 | 16,77,762.5 |
| 11 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 900 | 17.6 | 15,840 |
| 12 | Foundations, footings, bases for columns | Sqm | 530 | 392.15 | 2,07,839.5 |
| 13 | 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 |
| 14 | 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 | 34 | 18.15 | 617.1 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2426 | 392.15 | 9,51,355.9 |
| 16 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 194 | 842.5 | 1,63,445 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 268 | 927.25 | 2,48,503 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1043 | 736.4 | 7,68,065.2 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 340 | 961.3 | 3,26,842 |
| 20 | Under 20 cm wide | Metre | 125 | 208.55 | 26,068.75 |
| 21 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 37 | 951.1 | 35,190.7 |
| 22 | Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same. | Sqm | 194 | 150.5 | 29,197 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 246 | 733.5 | 1,80,441 |
| 24 | Non pigmented wet curing compound | Sqm | 818 | 69.05 | 56,482.9 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 7,132.25 | 1,42,645 |
| 26 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 78 | 6,295.15 | 4,91,021.7 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 17 | 9,105.95 | 1,54,801.15 |
| 28 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 15 | 1,123.8 | 16,857 |
| 29 | 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 | 15 | 10,195.45 | 1,52,931.75 |
| 30 | 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 | 256 | 8,333.65 | 21,33,414.4 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1169 | 7,311.25 | 85,46,851.25 |
| 32 | Area of slab upto 0.50 sqm | Sqm | 33 | 5,413.5 | 1,78,645.5 |
| 33 | Area of slab over 0.50 sqm | Sqm | 59 | 5,136.3 | 3,03,041.7 |
| 34 | 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 | 36 | 1,267.95 | 45,646.2 |
| 35 | Second class teak wood | cum | .33 | 1,42,949.7 | 47,173.4 |
| 36 | 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 | 18 | 1,800.45 | 32,408.1 |
| 37 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 3 | 3,473.85 | 10,421.55 |
| 38 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 6 | 2,392.65 | 14,355.9 |
| 39 | On one side only | Sqm | 6 | 478 | 2,868 |
| 40 | Second class teak wood | Sqm | 3 | 4,520.3 | 13,560.9 |
| 41 | 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 | 40 | 228.85 | 9,154 |
| 42 | 300x16 mm | Each | 10 | 216.55 | 2,165.5 |
| 43 | 250x10 mm | Each | 10 | 83.9 | 839 |
| 44 | 150x10 mm | Each | 2 | 59.45 | 118.9 |
| 45 | 300x20x6 mm | Each | 10 | 98.35 | 983.5 |
| 46 | 125 mm | Each | 20 | 39.95 | 799 |
| 47 | 125x64x1.90 mm | Each | 24 | 118.2 | 2,836.8 |
| 48 | 125 mm | Each | 2 | 256.65 | 513.3 |
| 49 | Single rubber stopper | Each | 11 | 39.6 | 435.6 |
| 50 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) | Sqm | 42 | 12,372.25 | 5,19,634.5 |
| 51 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 9 | 9,155.2 | 82,396.8 |
| 52 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 4 | 5,804.35 | 23,217.4 |
| 53 | Welding by gas or electric plant including transportation of plant at site etc. complete. | cm | 1000 | 3.7 | 3,700 |
| 54 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 453 | 614.2 | 2,78,232.6 |
| 55 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 9 | 83.85 | 754.65 |
| 56 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 234 | 1,328.35 | 3,10,833.9 |
| 57 | 25 mm thick | Sqm | 426 | 1,948.25 | 8,29,954.5 |
| 58 | 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 | 22 | 1,096.55 | 24,124.1 |
| 59 | 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 | 445 | 1,112.7 | 4,95,151.5 |
| 60 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 4 | 1,315.3 | 5,261.2 |
| 61 | Size of Tile 600 x 600 mm | Sqm | 955 | 1,464.85 | 13,98,931.75 |
| 62 | Size of Tile 600x600 mm | Sqm | 38 | 1,623.05 | 61,675.9 |
| 63 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 14 | 3,186.7 | 44,613.8 |
| 64 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 18 | 4,481.3 | 80,663.4 |
| 65 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 50 | 1,863.9 | 93,195 |
| 66 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 100 | 195.6 | 19,560 |
| 67 | 75 mm diameter | Metre | 200 | 248.8 | 49,760 |
| 68 | 110 mm diameter | Metre | 807 | 377.4 | 3,04,561.8 |
| 69 | 110 mm bend | Each | 62 | 150.35 | 9,321.7 |
| 70 | 110 mm Shoe | Each | 36 | 131.85 | 4,746.6 |
| 71 | 110 mm | Each | 129 | 371.3 | 47,897.7 |
| 72 | 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 | 90 | 54.7 | 4,923 |
| 73 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 2202 | 1,529.1 | 33,67,078.2 |
| 74 | 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 | 9182 | 738.65 | 67,82,284.3 |
| 75 | Ridges plain (500 - 600mm) | Metre | 369 | 532.35 | 1,96,437.15 |
| 76 | 1:6 (1 cement: 6 fine sand) | Sqm | 370 | 383 | 1,41,710 |
| 77 | 1:6 (1 cement: 6 coarse sand) | Sqm | 946 | 395.35 | 3,74,001.1 |
| 78 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2156 | 466.05 | 10,04,803.8 |
| 79 | 12 mm cement plaster | Sqm | 202 | 449.55 | 90,809.1 |
| 80 | 15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall. | Sqm | 513 | 437.2 | 2,24,283.6 |
| 81 | New work (three or more coats) | Sqm | 1502 | 39.05 | 58,653.1 |
| 82 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1502 | 116.9 | 1,75,583.8 |
| 83 | 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 | 946 | 193.7 | 1,83,240.2 |
| 84 | 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 | 4 | 176.25 | 705 |
| 85 | 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 | 7900 | 170.7 | 13,48,530 |
| 86 | 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 | 513 | 181.25 | 92,981.25 |
| 87 | On steel work | Sqm | 700 | 241.75 | 1,69,225 |
| 88 | Two or more coats on new work | Sqm | 100 | 155.9 | 15,590 |
| 89 | Two or more coats on new work | Sqm | 520 | 146.8 | 76,336 |
| 90 | 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 | 946 | 156.05 | 1,47,623.3 |
| 91 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | Kilo Litre | 500 | 231.05 | 1,15,525 |
| 92 | Long pattern W.C Pan of size 580x440 mm | Each | 80 | 3,501.7 | 2,80,136 |
| 93 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 121 | 2,434.25 | 2,94,544.25 |
| 94 | In lime mortar | cum | 30 | 1,158.1 | 34,743 |
| 95 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 53 | 266.45 | 14,121.85 |
| 96 | 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 | 2590 | 263.95 | 6,83,630.5 |
| 97 | 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 | 1000 | 218.9 | 2,18,900 |
| 98 | 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 | 100 | 2,914.3 | 2,91,430 |
| 99 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 200 | 1,091.5 | 2,18,300 |
| 100 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 101 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 102 | 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 |
| 103 | 32 mm dia | Each | 8 | 103.9 | 831.2 |
| 104 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 8 | 53.25 | 426 |
| 105 | Rectangular shape 453x357 mm | Each | 8 | 1,361.8 | 10,894.4 |
| 106 | Up to 300 mm dia | Quintal | 1 | 6,352.4 | 6,352.4 |
| 107 | 100 mm dia pipe | Metre | 20 | 1,423.1 | 28,462 |
| 108 | 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 | 3000 | 11 | 33,000 |
| 109 | 100 mm diameter | Metre | 1050 | 443.6 | 4,65,780 |
| 110 | 150 mm diameter | Metre | 140 | 695.8 | 97,412 |
| 111 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 2,707.65 | 5,415.3 |
| 112 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 2,802.15 | 16,812.9 |
| 113 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 12,770.55 | 76,623.3 |
| 114 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 350 | 530.9 | 1,85,815 |
| 115 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 45 | 1,505.25 | 67,736.25 |
| 116 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 51 | 1,685.4 | 85,955.4 |
| 117 | Upto 5mm depth and 5 mm width | Metre | 117 | 96.75 | 11,319.75 |
| 118 | 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 | 525 | 638.35 | 3,35,133.75 |
| 119 | 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 | 16 | 1,509.8 | 24,156.8 |
| 120 | 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 | 8 | 1,538.25 | 12,306 |
| 121 | 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 | 8 | 1,538.25 | 12,306 |
| 122 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 1 | 1,399.95 | 1,399.95 |
| 123 | Frame size 45 x 85 mm | Metre | 45 | 926.35 | 41,685.75 |
| 124 | 30 mm thick | Sqm | 7 | 4,764.2 | 33,349.4 |
| Schedule total | ₹4,52,09,743.75 | ||||
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