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Tender Value
₹4.5 Cr
EMD Value
₹8.9 L
Closing Date
22 May 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. JMKT: Construction of CPWI office and shed at JMKT. SW-II.SC DIV: Construction of Office cum stores building for SSE/Sig at SKZR over SC division.
50_N_SC_26_OT
50_N_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹8.9 L
22 May 2026
1 May 2026
8 May 2026
281 items across 6 schedules · ₹5,23,15,625.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 1158 | 326.68 | 3,78,295.44 |
| 2 | All kinds of soil | Sqm | 700 | 129.85 | 90,895 |
| 3 | All kinds of soil | cum | 1733 | 177.5 | 3,07,607.5 |
| 4 | Ordinary rock | cum | 218 | 498.9 | 1,08,760.2 |
| 5 | All kinds of soil. | cum | 938 | 260.3 | 2,44,161.4 |
| 6 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 290 | 215.6 | 62,524 |
| 7 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 390 | 352.15 | 1,37,338.5 |
| 8 | 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 | 1172 | 196 | 2,29,712 |
| 9 | 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 | 990 | 700.5 | 6,93,495 |
| 10 | All kinds of soil | cum | 560 | 126.8 | 71,008 |
| 11 | Ordinary or hard rock | cum | 20 | 227.4 | 4,548 |
| 12 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 237 | 2,123.75 | 5,03,328.75 |
| 13 | All kinds of soil | Sqm | 1400 | 34.15 | 47,810 |
| 14 | 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 | 1700 | 17.6 | 29,920 |
| 15 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 300 | 8.95 | 2,685 |
| 16 | Beyond 60 cm girth upto and including 120 cm girth | Each | 10 | 2,373.5 | 23,735 |
| 17 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 1000 | 93.05 | 93,050 |
| 18 | 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 | 154 | 410.85 | 63,270.9 |
| 19 | 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 | 1387 | 18.15 | 25,174.05 |
| 20 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 534 | 392.15 | 2,09,408.1 |
| 21 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 480 | 842.5 | 4,04,400 |
| 22 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 200 | 927.25 | 1,85,450 |
| 23 | Shelves (Cast in situ) | Sqm | 188 | 927.25 | 1,74,323 |
| 24 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 622 | 736.4 | 4,58,040.8 |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 503 | 961.3 | 4,83,533.9 |
| 26 | Stairs, (excluding landings) except spiral- staircases | Sqm | 62 | 764.95 | 47,426.9 |
| 27 | Under 20 cm wide | Metre | 198 | 208.55 | 41,292.9 |
| 28 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 67 | 951.1 | 63,723.7 |
| 29 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 464 | 1,028.4 | 4,77,177.6 |
| 30 | 40 mm thick | Sqm | 11 | 1,706.55 | 18,772.05 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 12 | 7,132.25 | 85,587 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 9,105.95 | 1,82,119 |
| 33 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 50 | 1,123.8 | 56,190 |
| 34 | 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 | 32 | 10,195.45 | 3,26,254.4 |
| 35 | 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 | 525 | 8,333.65 | 43,75,166.25 |
| 36 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 385 | 7,311.25 | 28,14,831.25 |
| 37 | Area of slab over 0.50 sqm | Sqm | 21 | 5,136.3 | 1,07,862.3 |
| 38 | Granite work | Metre | 16 | 510.95 | 8,175.2 |
| 39 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 87 | 1,267.95 | 1,10,311.65 |
| 40 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 10 | 5,015.05 | 50,150.5 |
| 41 | Second class teak wood | cum | 1.07 | 1,42,949.7 | 1,52,956.18 |
| 42 | 30 mm thick shutters | Sqm | 16 | 3,747.3 | 59,956.8 |
| 43 | Second class teak wood | Sqm | 16 | 3,323.2 | 53,171.2 |
| 44 | 18 mm thick | Sqm | 10 | 1,245.75 | 12,457.5 |
| 45 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 4 | 3,167.95 | 12,671.8 |
| 46 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 2,392.65 | 23,926.5 |
| 47 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 4 | 462.35 | 1,849.4 |
| 48 | With 12 mm mild steel U beading | Sqm | 10 | 939.2 | 9,392 |
| 49 | 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 |
| 50 | 300x16 mm | Each | 20 | 216.55 | 4,331 |
| 51 | 250x16 mm | Each | 10 | 193.7 | 1,937 |
| 52 | 250x10 mm | Each | 10 | 83.9 | 839 |
| 53 | 150x10 mm | Each | 10 | 59.45 | 594.5 |
| 54 | 100x10 mm | Each | 10 | 44.3 | 443 |
| 55 | 125 mm | Each | 30 | 39.95 | 1,198.5 |
| 56 | 125x64x2.50 mm | Each | 40 | 129.85 | 5,194 |
| 57 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 10 | 121.65 | 1,216.5 |
| 58 | 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 | 2 | 983.15 | 1,966.3 |
| 59 | Size 40 mm | Each | 5 | 319.75 | 1,598.75 |
| 60 | 75x45x3.2 mm | Each | 10 | 76.5 | 765 |
| 61 | 250x16 mm | Each | 8 | 260.6 | 2,084.8 |
| 62 | 150x10 mm | Each | 8 | 82.55 | 660.4 |
| 63 | 100 mm | Each | 8 | 59.55 | 476.4 |
| 64 | Twin rubber stopper | Each | 4 | 72.35 | 289.4 |
| 65 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in- Charge. | Metre | 25 | 492.7 | 12,317.5 |
| 66 | 30 mm thick plain PVC door shutters | Sqm | 10 | 3,182.95 | 31,829.5 |
| 67 | Second class teak wood | Sqm | 4 | 5,024.15 | 20,096.6 |
| 68 | With 2nd class teak wood beading 62X19 mm | Sqm | 13.6 | 1,597.15 | 21,721.24 |
| 69 | 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 | 17.6 | 10,993.55 | 1,93,486.48 |
| 70 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 2.7 | 8,247.25 | 22,267.58 |
| 71 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 15 | 3,307.05 | 49,605.75 |
| 72 | Providing and fixing ball bearing for rolling shutters. | Each | 4 | 492.35 | 1,969.4 |
| 73 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 12 | 583.3 | 6,999.6 |
| 74 | Hot finished welded type tubes | Kg | 34 | 194.4 | 6,609.6 |
| 75 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 20 | 772.4 | 15,448 |
| 76 | 4.0 mm thick glass panes | Sqm | 9.6 | 1,064.65 | 10,220.64 |
| 77 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 600 | 614.2 | 3,68,520 |
| 78 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 700 | 1,056.15 | 7,39,305 |
| 79 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 200 | 83.85 | 16,770 |
| 80 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 200 | 1,328.35 | 2,65,670 |
| 81 | 25 mm thick | Sqm | 162 | 1,948.25 | 3,15,616.5 |
| 82 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 10 | 2,354.7 | 23,547 |
| 83 | 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 | 25 | 1,112.7 | 27,817.5 |
| 84 | 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 | 32 | 1,315.3 | 42,089.6 |
| 85 | Size of Tile 600x600 mm | Sqm | 347 | 1,553.45 | 5,39,047.15 |
| 86 | Size of Tile 500x500 mm | Sqm | 12 | 1,593.9 | 19,126.8 |
| 87 | Size of Tile 600x600 mm | Sqm | 13 | 1,623.05 | 21,099.65 |
| 88 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 70 | 3,186.7 | 2,23,069 |
| 89 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 25 | 4,481.3 | 1,12,032.5 |
| 90 | 75 mm diameter | Metre | 50 | 248.8 | 12,440 |
| 91 | 110 mm diameter | Metre | 146 | 377.4 | 55,100.4 |
| 92 | 75 mm bend | Each | 10 | 105.9 | 1,059 |
| 93 | 110 mm bend | Each | 18 | 150.35 | 2,706.3 |
| 94 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 95 | 110 mm | Each | 18 | 371.3 | 6,683.4 |
| 96 | 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 | 16 | 54.7 | 875.2 |
| 97 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 20 | 1,355.8 | 27,116 |
| 98 | 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 | 666 | 738.65 | 4,91,940.9 |
| 99 | Ridges plain (500 - 600mm) | Metre | 64 | 532.35 | 34,070.4 |
| 100 | Gutter (600 mm over all girth) | Metre | 60 | 1,313.7 | 78,822 |
| 101 | 1:4 (1 cement: 4 fine sand) | Sqm | 55 | 399.45 | 21,969.75 |
| 102 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1372 | 343.65 | 4,71,487.8 |
| 103 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2162 | 395.35 | 8,54,746.7 |
| 104 | 1:6 (1 cement: 6 coarse sand) | Sqm | 650 | 466.05 | 3,02,932.5 |
| 105 | 1:4 (1 cement: 4 fine sand) | Sqm | 290 | 425.55 | 1,23,409.5 |
| 106 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 865 | 518.55 | 4,48,545.75 |
| 107 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1571 | 262.7 | 4,12,701.7 |
| 108 | Raised Band | cm per metre | 400 | 9.35 | 3,740 |
| 109 | Flush/ Ruled pointing | Sqm | 896 | 385.4 | 3,45,318.4 |
| 110 | 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 | 2611 | 185.65 | 4,84,732.15 |
| 111 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1100 | 116.9 | 1,28,590 |
| 112 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 952 | 160.6 | 1,52,891.2 |
| 113 | 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 | 100 | 193.7 | 19,370 |
| 114 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 1510 | 36.1 | 54,511 |
| 115 | On steel work | Sqm | 550 | 241.75 | 1,32,962.5 |
| 116 | Two or more coats on new work | Sqm | 640 | 155.9 | 99,776 |
| 117 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 112 | 226.25 | 25,340 |
| 118 | Two or more coats on new work | Sqm | 1500 | 146.8 | 2,20,200 |
| 119 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 60 | 2,434.25 | 1,46,055 |
| 120 | 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 | 10 | 3,551.25 | 35,512.5 |
| 121 | In cement mortar | cum | 60 | 2,060.2 | 1,23,612 |
| 122 | In cement mortar | cum | 10 | 2,458.95 | 24,589.5 |
| 123 | R.S. Joists | Kg | 200 | 3.4 | 680 |
| 124 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 10 | 266.45 | 2,664.5 |
| 125 | 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 | 900 | 263.95 | 2,37,555 |
| 126 | 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 | 500 | 218.9 | 1,09,450 |
| 127 | 90 mm to 45 mm size stone aggregate | cum | 100 | 2,098.4 | 2,09,840 |
| 128 | 63 mm to 45 mm size stone aggregate | cum | 100 | 1,636.05 | 1,63,605 |
| 129 | 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 | 100 | 1,046.95 | 1,04,695 |
| 130 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 500 | 60.5 | 30,250 |
| 131 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | cum | 50 | 11,032.2 | 5,51,610 |
| 132 | Overhead informatory road signage | Sqm | 10 | 5,879.9 | 58,799 |
| 133 | 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 |
| 134 | With granite stone of area less than 0.50 sqm. | Sqm | 50 | 4,746.2 | 2,37,310 |
| 135 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 50 | 1,091.5 | 54,575 |
| 136 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 100 | 3,081.95 | 3,08,195 |
| 137 | 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 |
| 138 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 139 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 6,258.75 | 12,517.5 |
| 140 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 12,071.75 | 24,143.5 |
| 141 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3 | 2,648.85 | 7,946.55 |
| 142 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 2 | 1,879.2 | 3,758.4 |
| 143 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 2 | 1,683.35 | 3,366.7 |
| 144 | 32 mm dia | Each | 3 | 103.9 | 311.7 |
| 145 | 32 mm dia | Each | 2 | 119.55 | 239.1 |
| 146 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 5 | 1,607.95 | 8,039.75 |
| 147 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 15 | 1,180.75 | 17,711.25 |
| 148 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 5 | 673.4 | 3,367 |
| 149 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 4 | 708.95 | 2,835.8 |
| 150 | 15 mm dia nominal bore | Metre | 50 | 366.4 | 18,320 |
| 151 | 20 mm dia nominal bore | Metre | 100 | 437.3 | 43,730 |
| 152 | 25 mm dia nominal bore | Metre | 100 | 551.7 | 55,170 |
| 153 | 50 mm dia nominal bore | Metre | 50 | 1,048.35 | 52,417.5 |
| 154 | 20 mm dia nominal bore | Metre | 50 | 635.2 | 31,760 |
| 155 | 25 mm dia nominal bore | Metre | 150 | 467.75 | 70,162.5 |
| 156 | 50 mm dia nominal bore | Metre | 450 | 762.15 | 3,42,967.5 |
| 157 | 80 mm dia nominal bore | Metre | 50 | 1,041.7 | 52,085 |
| 158 | 25 to 40 mm nominal bore | Each | 10 | 911.9 | 9,119 |
| 159 | 50 to 80 mm nominal bore | Each | 6 | 1,785.35 | 10,712.1 |
| 160 | 15 mm nominal bore | Each | 10 | 353.25 | 3,532.5 |
| 161 | 25 mm nominal bore | Each | 6 | 622.4 | 3,734.4 |
| 162 | 20 mm nominal bore | Each | 10 | 539.95 | 5,399.5 |
| 163 | 40 mm nominal bore | Each | 2 | 826.1 | 1,652.2 |
| 164 | 50 mm nominal bore | Each | 14 | 1,026.65 | 14,373.1 |
| 165 | Horizontal | Each | 1 | 1,371.2 | 1,371.2 |
| 166 | Vertical | Each | 1 | 1,445.15 | 1,445.15 |
| 167 | 50 mm diameter pipe | Metre | 50 | 51 | 2,550 |
| 168 | 15 mm nominal bore | Each | 10 | 318.35 | 3,183.5 |
| 169 | 20 mm nominal bore | Each | 10 | 346.8 | 3,468 |
| 170 | 25 mm nominal bore | Each | 10 | 439.25 | 4,392.5 |
| 171 | 50 mm nominal bore | Each | 10 | 823.8 | 8,238 |
| 172 | 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 | 7000 | 11 | 77,000 |
| 173 | 15 mm nominal bore | Each | 4 | 506.8 | 2,027.2 |
| 174 | 15 mm nominal bore | Each | 4 | 820.7 | 3,282.8 |
| 175 | 15 mm nominal bore | Each | 4 | 798.95 | 3,195.8 |
| 176 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 3 | 125.6 | 376.8 |
| 177 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 6 | 161.2 | 967.2 |
| 178 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 2 | 112.8 | 225.6 |
| 179 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 2 | 196.95 | 393.9 |
| 180 | 80 mm dia nominal bore | Each | 1 | 3,627.65 | 3,627.65 |
| 181 | 15 mm nominal bore with 45 cm length | Each | 2 | 121.9 | 243.8 |
| 182 | 100 mm diameter | Metre | 100 | 443.6 | 44,360 |
| 183 | 150 mm diameter | Metre | 100 | 695.8 | 69,580 |
| 184 | 200 mm diameter | Metre | 50 | 970.35 | 48,517.5 |
| 185 | 150 mm diameter S.W. pipe | Metre | 50 | 1,179.85 | 58,992.5 |
| 186 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 50 | 2,734.2 | 1,36,710 |
| 187 | Rectangular shape 600x450 mm internal dimensions | Each | 2 | 1,437.65 | 2,875.3 |
| 188 | Square shape 450 mm internal dimensions | Each | 2 | 1,155.45 | 2,310.9 |
| 189 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 75 | 530.9 | 39,817.5 |
| 190 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 634.45 | 31,722.5 |
| 191 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 20 | 1,115.4 | 22,308 |
| 192 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 33 | 1,505.25 | 49,673.25 |
| 193 | Upto 5mm depth and 5 mm width | Metre | 54 | 96.75 | 5,224.5 |
| 194 | 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 | 15 | 638.35 | 9,575.25 |
| 195 | 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 | 1,509.8 | 9,058.8 |
| 196 | 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 | 3 | 1,538.25 | 4,614.75 |
| 197 | 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 | 3 | 1,538.25 | 4,614.75 |
| 198 | Frame size 65 x 100 mm | Metre | 10 | 1,111.3 | 11,113 |
| 199 | 30 mm thick | Sqm | 26 | 4,764.2 | 1,23,869.2 |
| Schedule total | ₹2,66,05,124.21 | ||||
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