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Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
16 Oct 2026, 2:00 pm
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 - Manchiryal-Provision of additional facilities at Manchiryal Goods shed. SW-II - Manchiryal - Development of Manchiryal Parcel Office. SW-III - Sig. arrangement in connection with Interlocking of Three (3) number of LC gates (LC. No. 42, 24 & 15) of NZB - PDPL section (construction of Relay hut for LC 15 & 24).
146_N_SC_26_OT~SCR
146_N_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹3.3 L
23 Sept 2026
23 Sept 2026
2 Oct 2026
260 items across 6 schedules · ₹1,49,96,048.56 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 3km | cum | 100 | 219.03 | 21,903 |
| 2 | 5km | cum | 25 | 261.35 | 6,533.75 |
| 3 | 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 | 25 | 494.1 | 12,352.5 |
| 4 | All kinds of soil | cum | 60 | 395.3 | 23,718 |
| 5 | All kinds of soil | cum | 353 | 177.5 | 62,657.5 |
| 6 | Ordinary rock | cum | 63 | 498.9 | 31,430.7 |
| 7 | All kinds of soil. | cum | 50 | 260.3 | 13,015 |
| 8 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 74 | 215.6 | 15,954.4 |
| 9 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 100 | 352.15 | 35,215 |
| 10 | 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 | 260 | 196 | 50,960 |
| 11 | 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 | 202 | 700.5 | 1,41,501 |
| 12 | All kinds of soil | cum | 240.12 | 126.8 | 30,447.22 |
| 13 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 48.62 | 2,123.75 | 1,03,256.73 |
| 14 | All kinds of soil | Sqm | 544 | 34.15 | 18,577.6 |
| 15 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 40 | 234.75 | 9,390 |
| 16 | Foundations, footings, bases for columns | Sqm | 35 | 392.15 | 13,725.25 |
| 17 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) . | cum | 44 | 14,624.2 | 6,43,464.8 |
| 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 | 10 | 410.85 | 4,108.5 |
| 19 | 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 | 28.36 | 495.75 | 14,059.47 |
| 20 | 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 | 75 | 18.15 | 1,361.25 |
| 21 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 205 | 749.3 | 1,53,606.5 |
| 22 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 110 | 392.15 | 43,136.5 |
| 23 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 190 | 927.25 | 1,76,177.5 |
| 24 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 356 | 736.4 | 2,62,158.4 |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 127 | 961.3 | 1,22,085.1 |
| 26 | Under 20 cm wide | Metre | 96 | 208.55 | 20,020.8 |
| 27 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 84.8 | 951.1 | 80,653.28 |
| 28 | 40 mm thick | Sqm | 1.2 | 1,706.55 | 2,047.86 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 26.5 | 7,132.25 | 1,89,004.63 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 4 | 9,105.95 | 36,423.8 |
| 31 | cum | 30 | 169.45 | 5,083.5 | |
| 32 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 64 | 905.05 | 57,923.2 |
| 33 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 2.5 | 1,123.8 | 2,809.5 |
| 34 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | Sqm | 64 | 15 | 960 |
| 35 | 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 | 5 | 10,195.45 | 50,977.25 |
| 36 | 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 | 40 | 8,333.65 | 3,33,346 |
| 37 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 7,311.25 | 1,82,781.25 |
| 38 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 70 | 8,198.55 | 5,73,898.5 |
| 39 | Area of slab over 0.50 sqm | Sqm | 5 | 5,136.3 | 25,681.5 |
| 40 | 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 | 118 | 1,267.95 | 1,49,618.1 |
| 41 | Second class teak wood | cum | 1.15 | 1,42,949.7 | 1,64,392.16 |
| 42 | 35 mm thick shutters | Sqm | 6.5 | 4,111.95 | 26,727.68 |
| 43 | Second class teak wood | Sqm | 6.5 | 3,323.2 | 21,600.8 |
| 44 | Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws | Sqm | 20 | 4,402.85 | 88,057 |
| 45 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10.08 | 2,392.65 | 24,117.91 |
| 46 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 3.5 | 2,172.1 | 7,602.35 |
| 47 | On one side only | Sqm | 23.66 | 478 | 11,309.48 |
| 48 | 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 | 10.08 | 462.35 | 4,660.49 |
| 49 | With 2nd class teak wood beading 62X19 mm | Sqm | 18 | 1,308.35 | 23,550.3 |
| 50 | 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 | 12 | 228.85 | 2,746.2 |
| 51 | 300x16 mm | Each | 8 | 216.55 | 1,732.4 |
| 52 | 250x16 mm | Each | 4 | 193.7 | 774.8 |
| 53 | 250x10 mm | Each | 8 | 83.9 | 671.2 |
| 54 | 200x10 mm | Each | 4 | 69.4 | 277.6 |
| 55 | 125 mm | Each | 8 | 39.95 | 319.6 |
| 56 | 100 mm | Each | 4 | 32.55 | 130.2 |
| 57 | 100X58X1.90 mm | Each | 6 | 107.1 | 642.6 |
| 58 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 4 | 121.65 | 486.6 |
| 59 | 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 | 2 | 1,124.85 | 2,249.7 |
| 60 | 300x16 mm | Each | 8 | 303.25 | 2,426 |
| 61 | 250x10 mm | Each | 2 | 115.15 | 230.3 |
| 62 | 150x10 mm | Each | 4 | 82.55 | 330.2 |
| 63 | 125 mm | Each | 4 | 66.25 | 265 |
| 64 | Twin rubber stopper | Each | 4 | 72.35 | 289.4 |
| 65 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 10 | 573.45 | 5,734.5 |
| 66 | Non decorative finish (matt finish) | Sqm | 3.5 | 3,997.45 | 13,991.08 |
| 67 | 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 | 5.85 | 10,993.55 | 64,312.27 |
| 68 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 1.25 | 9,155.2 | 11,444 |
| 69 | Using R2 series with frame (39mm & above) x (39mm & above) & sash (39mm & above) x (60mm & above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter). | Sqm | 14 | 13,078.7 | 1,83,101.8 |
| 70 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 20 | 3,653.2 | 73,064 |
| 71 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 24 | 82.45 | 1,978.8 |
| 72 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 5.76 | 1,133.55 | 6,529.25 |
| 73 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 375 | 614.2 | 2,30,325 |
| 74 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 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 manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 10 | 978.45 | 9,784.5 |
| 75 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 200 | 83.85 | 16,770 |
| 76 | 25 mm thick | Sqm | 5 | 1,948.25 | 9,741.25 |
| 77 | 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 | 5 | 1,096.55 | 5,482.75 |
| 78 | 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 | 5 | 1,112.7 | 5,563.5 |
| 79 | 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 | 80 | 1,315.3 | 1,05,224 |
| 80 | Size of Tile 600 x 1200 mm | Sqm | 25 | 1,577.15 | 39,428.75 |
| 81 | Size of Tile 600 x 600 mm | Sqm | 10 | 1,464.85 | 14,648.5 |
| 82 | Size of Tile 600x600 mm | Sqm | 5 | 1,623.05 | 8,115.25 |
| 83 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 37 | 3,186.7 | 1,17,907.9 |
| 84 | 75 mm diameter | Metre | 32 | 248.8 | 7,961.6 |
| 85 | 110 mm diameter | Metre | 70 | 377.4 | 26,418 |
| 86 | 110 mm | Each | 36 | 136.15 | 4,901.4 |
| 87 | 110 mm bend | Each | 18 | 150.35 | 2,706.3 |
| 88 | 110 mm Shoe | Each | 18 | 131.85 | 2,373.3 |
| 89 | 110 mm | Each | 60 | 371.3 | 22,278 |
| 90 | 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 | 30 | 54.7 | 1,641 |
| 91 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 10 | 1,355.8 | 13,558 |
| 92 | 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 | 45 | 738.65 | 33,239.25 |
| 93 | Ridges plain (500 - 600mm) | Metre | 15 | 532.35 | 7,985.25 |
| 94 | Crimp curve | Sqm | 10 | 496.75 | 4,967.5 |
| 95 | 1:4 (1 cement: 4 fine sand) | Sqm | 100 | 347.05 | 34,705 |
| 96 | 1:6 (1 cement: 6 fine sand) | Sqm | 75 | 333.35 | 25,001.25 |
| 97 | 1:4 (1 cement: 4 fine sand) | Sqm | 190 | 399.45 | 75,895.5 |
| 98 | 1:6 (1 cement: 6 fine sand) | Sqm | 335 | 383 | 1,28,305 |
| 99 | 1:6 (1 cement: 6 coarse sand) | Sqm | 10 | 343.65 | 3,436.5 |
| 100 | 1:6 (1 cement: 6 coarse sand) | Sqm | 175 | 395.35 | 69,186.25 |
| 101 | 1:4 (1 cement: 4 coarse sand) | Sqm | 100 | 487.4 | 48,740 |
| 102 | 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 | 100 | 518.55 | 51,855 |
| 103 | 1:3 (1 cement : 3 fine sand) | Sqm | 85 | 300.45 | 25,538.25 |
| 104 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 400 | 262.7 | 1,05,080 |
| 105 | Flush Band | cm per metre | 1000 | 7.5 | 7,500 |
| 106 | Raised and cut pointing | Sqm | 10 | 419.9 | 4,199 |
| 107 | Flush/ Ruled pointing | Sqm | 45 | 385.4 | 17,343 |
| 108 | Raised and cut pointing | Sqm | 5 | 701.05 | 3,505.25 |
| 109 | New work (three or more coats) | Sqm | 200 | 39.05 | 7,810 |
| 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 | 830 | 185.65 | 1,54,089.5 |
| 111 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 275 | 116.9 | 32,147.5 |
| 112 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 20 | 223.6 | 4,472 |
| 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 | 20 | 193.7 | 3,874 |
| 114 | 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 | 55 | 176.25 | 9,693.75 |
| 115 | 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 | 65 | 170.7 | 11,095.5 |
| 116 | Two or more coats on new work | Sqm | 46 | 155.9 | 7,171.4 |
| 117 | Two or more coats on new work | Sqm | 755 | 146.8 | 1,10,834 |
| 118 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 500 | 6.15 | 3,075 |
| 119 | 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 | 30 | 156.05 | 4,681.5 |
| 120 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 30 | 25.15 | 754.5 |
| 121 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 30 | 112.9 | 3,387 |
| 122 | Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. | Sqm | 30 | 169.2 | 5,076 |
| 123 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5 | 2,434.25 | 12,171.25 |
| 124 | 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 | 5 | 3,551.25 | 17,756.25 |
| 125 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 126 | In cement mortar | cum | 3 | 2,458.95 | 7,376.85 |
| 127 | Of area 3 sq. metres and below | Each | 4 | 367.2 | 1,468.8 |
| 128 | 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 | 100 | 5.65 | 565 |
| 129 | For thickness of tiles 10 mm to 25 mm | Sqm | 50 | 73.4 | 3,670 |
| 130 | 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 | 25 | 263.95 | 6,598.75 |
| 131 | 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 | 300 | 218.9 | 65,670 |
| 132 | 90 mm to 45 mm size stone aggregate | cum | 45 | 2,098.4 | 94,428 |
| 133 | 63 mm to 45 mm size stone aggregate | cum | 45 | 1,636.05 | 73,622.25 |
| 134 | Moorum | cum | 95 | 768.25 | 72,983.75 |
| 135 | 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 | 90 | 1,046.95 | 94,225.5 |
| 136 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 300 | 21.2 | 6,360 |
| 137 | On bituminous surface @ 0.25kg/sqm | Sqm | 300 | 14.05 | 4,215 |
| 138 | 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 | 15 | 12,126.2 | 1,81,893 |
| 139 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 14 | 747.8 | 10,469.2 |
| 140 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 10 | 972 | 9,720 |
| 141 | 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 |
| 142 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 143 | Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern | Each | 1 | 18,008.75 | 18,008.75 |
| 144 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 4 | 2,226.35 | 8,905.4 |
| 145 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 4 | 1,683.35 | 6,733.4 |
| 146 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 4 | 349.15 | 1,396.6 |
| 147 | 32 mm dia | Each | 4 | 103.9 | 415.6 |
| 148 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 4 | 53.25 | 213 |
| 149 | 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 | 4 | 1,607.95 | 6,431.8 |
| 150 | C.P. brass | Each | 4 | 803.7 | 3,214.8 |
| 151 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 30 | 1,151.9 | 34,557 |
| 152 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 5 | 1,180.75 | 5,903.75 |
| 153 | For 100 mm dia pipe | Each | 8 | 362.85 | 2,902.8 |
| 154 | Sand cast iron S&S as per IS - 1729 | Each | 8 | 598.5 | 4,788 |
| 155 | Sand cast iron S&S as per IS - 1729 | Each | 3 | 1,138.65 | 3,415.95 |
| 156 | Sand cast iron S&S as per IS - 1729 | Each | 1 | 726.55 | 726.55 |
| 157 | 15 mm nominal dia Pipes | Metre | 50 | 497.8 | 24,890 |
| 158 | 20 mm nominal dia Pipes | Metre | 20 | 537.6 | 10,752 |
| 159 | 25 mm nominal dia Pipes | Metre | 15 | 627.25 | 9,408.75 |
| 160 | 15 mm nominal dia Pipes | Metre | 10 | 244.7 | 2,447 |
| 161 | 20 mm nominal dia Pipes | Metre | 10 | 274.3 | 2,743 |
| 162 | 25 mm nominal dia Pipes | Metre | 10 | 355.4 | 3,554 |
| 163 | 15 mm dia nominal bore | Metre | 10 | 366.4 | 3,664 |
| 164 | 20 mm dia nominal bore | Metre | 10 | 437.3 | 4,373 |
| 165 | 25 mm dia nominal bore | Metre | 10 | 551.7 | 5,517 |
| 166 | 15 mm dia nominal bore | Metre | 510 | 322.15 | 1,64,296.5 |
| 167 | 20 mm dia nominal bore | Metre | 10 | 368.6 | 3,686 |
| 168 | 25 mm dia nominal bore | Metre | 510 | 467.75 | 2,38,552.5 |
| 169 | 50 mm dia nominal bore | Metre | 1400 | 762.15 | 10,67,010 |
| 170 | 25 to 40 mm nominal bore | Each | 55 | 911.9 | 50,154.5 |
| 171 | 50 to 80 mm nominal bore | Each | 55 | 1,785.35 | 98,194.25 |
| 172 | 15 mm nominal bore | Each | 5 | 353.25 | 1,766.25 |
| 173 | 20 mm nominal bore | Each | 5 | 379.2 | 1,896 |
| 174 | 25 mm nominal bore | Each | 105 | 622.4 | 65,352 |
| 175 | 50 mm nominal bore | Each | 15 | 1,026.65 | 15,399.75 |
| 176 | Horizontal | Each | 5 | 591.4 | 2,957 |
| 177 | Horizontal | Each | 5 | 1,371.2 | 6,856 |
| 178 | 15 mm nominal bore | Each | 5 | 97.75 | 488.75 |
| 179 | 15 mm nominal bore | Each | 5 | 318.35 | 1,591.75 |
| 180 | 20 mm nominal bore | Each | 5 | 346.8 | 1,734 |
| 181 | 25 mm nominal bore | Each | 5 | 439.25 | 2,196.25 |
| 182 | 32 mm nominal bore | Each | 5 | 489.05 | 2,445.25 |
| 183 | 50 mm nominal bore | Each | 50 | 823.8 | 41,190 |
| 184 | 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 | 1000 | 11 | 11,000 |
| 185 | 15 mm nominal bore | Each | 2 | 798.95 | 1,597.9 |
| 186 | 15 mm nominal bore | Each | 2 | 670.45 | 1,340.9 |
| 187 | 15mm nominal bore | Each | 2 | 574.3 | 1,148.6 |
| 188 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 2 | 196.75 | 393.5 |
| 189 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 2 | 118.5 | 237 |
| 190 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 2 | 224.1 | 448.2 |
| 191 | 100 mm nominal dia | Each | 8 | 37.6 | 300.8 |
| 192 | 80 mm dia nominal bore | Each | 1 | 3,627.65 | 3,627.65 |
| 193 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 2 | 182.1 | 364.2 |
| 194 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 2 | 156.9 | 313.8 |
| 195 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 8 | 111.45 | 891.6 |
| 196 | 100 mm diameter | Metre | 40 | 443.6 | 17,744 |
| 197 | 150 mm diameter | Metre | 10 | 695.8 | 6,958 |
| 198 | 200 mm diameter | Metre | 10 | 970.35 | 9,703.5 |
| 199 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 2,707.65 | 13,538.25 |
| 200 | 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg | Each | 2 | 3,441.2 | 6,882.4 |
| 201 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 280 | 530.9 | 1,48,652 |
| 202 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 75 | 634.45 | 47,583.75 |
| 203 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 25 | 1,115.4 | 27,885 |
| 204 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 8 | 1,505.25 | 12,042 |
| 205 | Upto 5mm depth and 5 mm width | Metre | 10 | 96.75 | 967.5 |
| 206 | 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 | .67 | 1,509.8 | 1,011.57 |
| 207 | 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 | .68 | 1,538.25 | 1,046.01 |
| 208 | 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 | .68 | 1,538.25 | 1,046.01 |
| 209 | Frame size 45 x 70 mm | Metre | 10 | 705.85 | 7,058.5 |
| 210 | 30 mm thick | Sqm | 3.36 | 4,764.2 | 16,007.71 |
| Schedule total | ₹90,87,822.91 | ||||
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