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Tender Value
₹17.8 Cr
EMD Value
₹35.5 L
Closing Date
29 May 2026, 3:30 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
NORTH
14 conditions · 2 needing a document upload
Financial Eligibility Criteria as per Clause 10.2 of Part-I of IRSGCC-2022 and ACS No.1 dt 14.07.22: 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-F (Annexure-VIB of GCC), 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: as per Clause 10.1 of Part-I of IRSGCC-2022 (a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b)(1) In case of tenders for 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 one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. Note for Item 10.1 of IRSGCC-2022: 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 at least 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.
Defination of Similar Work :- C-2: Any Civil Engineering Works (excluding Track works/Zonal works).
20 conditions · 9 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.
The original BG (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/GNT Division) before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
Tender value is including escalation of (-)15% (minus fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
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-1: Provision of Quick watering facilities at NDL Station. SW-2: Provision of Quick watering facilities at NDKD Station
493-DRM-W-GNT-Tid-2850
493-DRM-W-GNT-Tid-2850
Open
Works - General
15 Months
Guntur, Andhra Pradesh
₹0
₹35.5 L
29 May 2026
6 May 2026
15 May 2026
177 items across 4 schedules · ₹9,12,25,095.17 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 5380 | — | 177.5 | 9,54,950 |
| 2 | Ordinary rock | cum | 260 | 498.9 | 1,29,714 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre 6000 | — | 352.15 | 21,12,900 |
| 4 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 600 | 549.75 | 3,29,850 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 562 | 196 | 1,10,152 |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 408 | 700.5 | 2,85,804 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 330 | 2,123.75 | 7,00,837.5 |
| 8 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum 432.55 | — | 7,878.5 | 34,07,845.18 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 782 | 7,178.75 | 56,13,782.5 |
| 10 | 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 | 492 | 410.85 | 2,02,138.2 |
| 11 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 128 | 18.15 | 2,323.2 |
| 12 | Concrete of M25 grade with minimum cement content of 300 kg /cum | cum | 334 | 9,439.05 | 31,52,642.7 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 580 | 392.15 | 2,27,447 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm 12740 | — | 842.5 | 1,07,33,450 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm 1220 | — | 927.25 | 11,31,245 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 1680 | — | 736.4 | 12,37,152 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 1490 | — | 961.3 | 14,32,337 |
| 18 | Under 20 cm wide | Metre | 334 | 208.55 | 69,655.7 |
| 19 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm 1260 | — | 384.3 | 4,84,218 |
| 20 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 2 | 10,585.9 | 21,171.8 |
| 21 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 7 | 20,355.8 | 1,42,490.6 |
| 22 | 50 mm thick | Sqm 1080 | — | 1,886.9 | 20,37,852 |
| 23 | 40 mm thick | Sqm | 10 | 1,706.55 | 17,065.5 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 52 | 9,504.75 | 4,94,247 |
| 25 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum 1776.92 | — | 9,655.7 | 1,71,57,406.44 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 222 | 9,860.4 | 21,89,008.8 |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 480 | 10,011.35 | 48,05,448 |
| 28 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 334 | 733.5 | 2,44,989 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 162 | 7,132.25 | 11,55,424.5 |
| 30 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 570 | 1,123.8 | 6,40,566 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 260 | 9,095.05 | 23,64,713 |
| 32 | Each | 4 | 978.7 | 3,914.8 | |
| 33 | 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 | 40 | 1,267.95 | 50,718 |
| 34 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 50 | 238.35 | 11,917.5 |
| 35 | 125x65x2.12 mm | Each | 40 | 53 | 2,120 |
| 36 | 100x58x1.90 mm | Each | 40 | 45 | 1,800 |
| 37 | 125x70x4 mm (ordinary type) | Each | 40 | 185.15 | 7,406 |
| 38 | 250x10 mm | Each | 20 | 441.6 | 8,832 |
| 39 | 150x10 mm | Each | 20 | 287.25 | 5,745 |
| 40 | 300x16x5 mm | Each | 20 | 322.2 | 6,444 |
| 41 | 250x16x5 mm | Each | 20 | 308 | 6,160 |
| 42 | 125 mm | Each | 20 | 256.65 | 5,133 |
| 43 | 100 mm | Each | 20 | 234.7 | 4,694 |
| 44 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 20 | 121.65 | 2,433 |
| 45 | Second class teak wood | Sqm | 22 | 4,692.1 | 1,03,226.2 |
| 46 | 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 | 30 | 10,993.55 | 3,29,806.5 |
| 47 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 6.6 | 8,247.25 | 54,431.85 |
| 48 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 480 | 614.2 | 2,94,816 |
| 49 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 24 | 1,330 | 31,920 |
| 50 | Size of Tile 600x600 mm | Sqm | 960 | 1,553.45 | 14,91,312 |
| 51 | Size of Tile 600x600 mm | Sqm | 44 | 1,623.05 | 71,414.2 |
| 52 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 40 | 4,481.3 | 1,79,252 |
| 53 | 75 mm diameter | Metre | 50 | 248.8 | 12,440 |
| 54 | 110 mm diameter | Metre | 170 | 377.4 | 64,158 |
| 55 | 75x75x75 mm | Each | 40 | 164.2 | 6,568 |
| 56 | 110x110x110 mm | Each | 40 | 234.15 | 9,366 |
| 57 | 75 mm bend | Each | 40 | 105.9 | 4,236 |
| 58 | 110 mm bend | Each | 40 | 150.35 | 6,014 |
| 59 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 500 | 1,355.8 | 6,77,900 |
| 60 | 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 | 50 | 738.65 | 36,932.5 |
| 61 | 1:4 (1 cement: 4 fine sand) | Sqm | 468 | 347.05 | 1,62,419.4 |
| 62 | 1:4 (1 cement: 4 fine sand) | Sqm 1480 | — | 399.45 | 5,91,186 |
| 63 | 1:6 (1 cement: 6 fine sand) | Sqm | 950 | 383 | 3,63,850 |
| 64 | 1:4 (1 cement: 4 fine sand) | Sqm | 960 | 471.35 | 4,52,496 |
| 65 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 1000 | — | 262.7 | 2,62,700 |
| 66 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 200 | 116.9 | 23,380 |
| 67 | 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 2940 | — | 160.6 | 4,72,164 |
| 68 | Two coats | Sqm 5380 | — | 161.7 | 8,69,946 |
| 69 | Two or more coats on new work | Sqm | 200 | 155.9 | 31,180 |
| 70 | One or more coats on old work | Sqm 1000 | — | 102.8 | 1,02,800 |
| 71 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete | Each | 40 | 271.45 | 10,858 |
| 72 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 90 | 2,434.25 | 2,19,082.5 |
| 73 | 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 | 20 | 3,551.25 | 71,025 |
| 74 | In cement mortar | cum | 50 | 2,060.2 | 1,03,010 |
| 75 | Above 40 mm nominal bore | Metre 1000 | — | 161.4 | 1,61,400 |
| 76 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 540 | 7,993.8 | 43,16,652 |
| 77 | Overhead informatory road signage | Sqm | 20 | 5,879.9 | 1,17,598 |
| 78 | 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 | 80 | 972 | 77,760 |
| 79 | 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 | 270 | 2,914.3 | 7,86,861 |
| 80 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 8,006.6 | 32,026.4 |
| 81 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,648.85 | 10,595.4 |
| 82 | 610x510 mm bowl depth 200 mm | Each | 4 | 4,940.8 | 19,763.2 |
| 83 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and m a k e as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 4 | 6,940.75 | 27,763 |
| 84 | 32 mm dia | Each | 20 | 103.9 | 2,078 |
| 85 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 20 | 53.25 | 1,065 |
| 86 | Rectangular shape 453x357 mm | Each | 10 | 1,361.8 | 13,618 |
| 87 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 4 | 1,151.9 | 4,607.6 |
| 88 | Sand cast iron S&S as per IS: 3989 | Each | 4 | 1,996.5 | 7,986 |
| 89 | 25 mm nominal dia Pipes | Metre | 80 | 401.55 | 32,124 |
| 90 | 32 mm nominal dia Pipes | Metre | 100 | 518.75 | 51,875 |
| 91 | 50 mm nominal dia Pipes | Metre | 80 | 934.15 | 74,732 |
| 92 | 20 mm nominal dia Pipes | Metre | 80 | 537.6 | 43,008 |
| 93 | 25 mm nominal dia Pipes | Metre | 80 | 627.25 | 50,180 |
| 94 | 50 mm dia nominal bore | Metre 2080 | — | 762.15 | 15,85,272 |
| 95 | 80 mm dia nominal bore | Metre | 800 | 1,041.7 | 8,33,360 |
| 96 | 50 to 80 mm nominal bore | Each | 220 | 1,785.35 | 3,92,777 |
| 97 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 98 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 99 | 50 mm nominal bore | Each | 40 | 1,026.65 | 41,066 |
| 100 | 25 mm nominal bore | Each | 40 | 464.05 | 18,562 |
| 101 | 100 mm diameter | Each | 4 | 193.95 | 775.8 |
| 102 | 150 mm diameter | Each | 4 | 222.35 | 889.4 |
| 103 | Up to 300 mm dia | Quintal | 18 | 8,913.15 | 1,60,436.7 |
| 104 | Over 300 mm dia | Quintal | 12 | 8,486.35 | 1,01,836.2 |
| 105 | 200 mm dia pipe | Metre | 300 | 3,406.85 | 10,22,055 |
| 106 | 200 mm diameter pipe | Each | 100 | 990.2 | 99,020 |
| 107 | 100 mm diameter pipe | Each | 120 | 332 | 39,840 |
| 108 | 150 mm diameter pipe | Each | 200 | 387.4 | 77,480 |
| 109 | 200 mm diameter pipe | Each | 60 | 428.65 | 25,719 |
| 110 | 400 mm diameter pipe | Each | 200 | 1,066.8 | 2,13,360 |
| 111 | 500 mm diameter pipe | Each | 12 | 1,437.8 | 17,253.6 |
| 112 | Class I | Each | 12 | 4,791.2 | 57,494.4 |
| 113 | Class I | Each | 6 | 13,554.7 | 81,328.2 |
| 114 | 50 mm nominal bore | Each | 40 | 823.8 | 32,952 |
| 115 | 50 mm dia | Each | 60 | 5,748.8 | 3,44,928 |
| 116 | 100 mm dia | Each | 60 | 8,893 | 5,33,580 |
| 117 | 80 mm dia nominal bore | Each | 4 | 3,627.65 | 14,510.6 |
| 118 | 100 mm dia nominal bore | Each | 2 | 5,468.35 | 10,936.7 |
| 119 | 150 mm dia nominal bore | Each | 4 | 8,408.8 | 33,635.2 |
| 120 | 200 mm dia nominal bore | Each | 2 | 9,043.3 | 18,086.6 |
| 121 | Up to 300 mm dia | Quintal | 8 | 8,628.6 | 69,028.8 |
| 122 | 100 mm dia pipes | Joint | 20 | 119.45 | 2,389 |
| 123 | 150 mm dia pipes | Joint | 800 | 192.85 | 1,54,280 |
| 124 | 200 mm dia pipes | Joint | 30 | 280.85 | 8,425.5 |
| 125 | 200 mm dia Ductile Iron Class K-7 pipes | Metre | 300 | 2,328.15 | 6,98,445 |
| 126 | 150 mm dia Ductile Iron Class K-9 pipes | Metre 2000 | — | 1,837.75 | 36,75,500 |
| 127 | 300 mm dia Ductile Iron Class K-9 pipes | Metre | 300 | 4,344.4 | 13,03,320 |
| 128 | 100 mm dia Ductile Iron Double Flanged | Metre | 100 | 1,821.55 | 1,82,155 |
| 129 | 150 mm dia Ductile Iron Double Flanged | Metre 1000 | — | 2,607.5 | 26,07,500 |
| 130 | 200 mm dia Ductile Iron Double Flanged | Metre | 100 | 3,360.8 | 3,36,080 |
| 131 | 300 mm dia Ductile Iron Double Flanged | Metre | 400 | 5,895.7 | 23,58,280 |
| 132 | 400 mm dia Ductile Iron Double Flanged | Metre 1000 | — | 9,744.4 | 97,44,400 |
| 133 | 500 mm dia Ductile Iron Double Flanged | Metre | 60 | 15,472.95 | 9,28,377 |
| 134 | For 48.60 mm x 28.58 mm outer dia pipe | Each 2700 | — | 643.05 | 17,36,235 |
| 135 | 150 mm diameter S.W. pipe | Metre | 20 | 1,179.85 | 23,597 |
| 136 | Rectangular shape 600x450 mm internal dimensions | Each | 20 | 1,437.65 | 28,753 |
| 137 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 530.9 | 53,090 |
| 138 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 12 | 634.45 | 7,613.4 |
| 139 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 10 | 1,115.4 | 11,154 |
| 140 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 6 | 1,176.8 | 7,060.8 |
| 141 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). | Kg | 76 | 817.15 | 62,103.4 |
| 142 | 300 mm dia | Metre | 540 | 707.75 | 3,82,185 |
| 143 | 300 mm dia | Metre | 360 | 825.7 | 2,97,252 |
| 144 | 150 mm nominal size dia | Metre | 240 | 793.25 | 1,90,380 |
| 145 | 200 mm nominal size dia | Metre | 120 | 1,113.35 | 1,33,602 |
| 146 | Frame size 45 x 85 mm | Metre | 18 | 926.35 | 16,674.3 |
| 147 | Frame size 65 x 125 mm | Metre | 52 | 1,381.6 | 71,843.2 |
| 148 | 30 mm thick | Sqm | 26 | 4,764.2 | 1,23,869.2 |
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