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Tender Value
Refer Docs
EMD Value
₹3.5 L
Closing Date
2 Jan 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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).
19 conditions · 8 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.
(1) Tenderers should attach self-attested copy of PAN and GST Registration Certificate & Photo identification in support of their Identity. (2) The documents attached to the tender should be clear and legible for evaluation of tender. Proper care to be taken in this regard.
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-I: Replacement of old dilapidated Staff Quarters Ty-II (10 units) at Giddalur Station. SW-II: Construction of new type designed RPF Out Post building including lockup toilets etc at Markapur
479-DRM-W-GNT-Tid-2829~SCR
479-DRM-W-GNT-Tid-2829
Open
Works - General
12 Months
Guntur, Andhra Pradesh
₹0
₹3.5 L
2 Jan 2026
6 Dec 2025
19 Dec 2025
204 items across 5 schedules · ₹79,44,630.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 5 km upto 10 km per km | cum-km | 4000 | 23.16 | 92,640 |
| 2 | Beyond 10 km upto 20 km per km | cum-km | 8000 | 18.85 | 1,50,800 |
| 3 | Beyond 20 km per addl. km | cum-km | 24000 | 15.17 | 3,64,080 |
| 4 | All kinds of soil | cum | 1110 | 177.5 | 1,97,025 |
| 5 | Hard rock (blasting prohibited) | cum | 258 | 1,432.95 | 3,69,701.1 |
| 6 | 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 | 370 | 196 | 72,520 |
| 7 | 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 | 1000 | 700.5 | 7,00,500 |
| 8 | All kinds of soil | cum | 240 | 126.8 | 30,432 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 182 | 2,123.75 | 3,86,522.5 |
| 10 | 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 | 1800 | 17.6 | 31,680 |
| 11 | 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 | 63 | 7,878.5 | 4,96,345.5 |
| 12 | 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 | 301 | 7,178.75 | 21,60,803.75 |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 6.3 | 10,105.1 | 63,662.13 |
| 14 | 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 | 730 | 410.85 | 2,99,920.5 |
| 15 | 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 | 190 | 18.15 | 3,448.5 |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 625 | 392.15 | 2,45,093.75 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1370 | 927.25 | 12,70,332.5 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1390 | 736.4 | 10,23,596 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 680 | 961.3 | 6,53,684 |
| 20 | Stairs, (excluding landings) except spiral-staircases | Sqm | 24 | 764.95 | 18,358.8 |
| 21 | Under 20 cm wide | Metre | 480 | 208.55 | 1,00,104 |
| 22 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 65 | 951.1 | 61,821.5 |
| 23 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering 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 | 2.25 | 14,325.95 | 32,233.39 |
| 24 | 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 | 5.5 | 20,355.8 | 1,11,956.9 |
| 25 | 50 mm thick | Sqm | 21 | 1,886.9 | 39,624.9 |
| 26 | 40 mm thick | Sqm | 1 | 1,706.55 | 1,706.55 |
| 27 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 162 | 9,504.75 | 15,39,769.5 |
| 28 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 364 | 9,860.4 | 35,89,185.6 |
| 29 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 42 | 6,295.15 | 2,64,396.3 |
| 30 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 60 | 1,123.8 | 67,428 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 170 | 9,095.05 | 15,46,158.5 |
| 32 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 250 | 8,752.55 | 21,88,137.5 |
| 33 | Cement Mortar 1:4 ( 1 cement : 4 coarse sand) | cum | 25 | 7,197.75 | 1,79,943.75 |
| 34 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 630 | 1,105.8 | 6,96,654 |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 85 | 7,311.25 | 6,21,456.25 |
| 36 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 8,198.55 | 8,19,855 |
| 37 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 38 | Granite work | Metre | 30 | 510.95 | 15,328.5 |
| 39 | Each | 10 | 978.7 | 9,787 | |
| 40 | Granite of any colour and shade | Sqm | 125 | 3,617.55 | 4,52,193.75 |
| 41 | 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 | 520 | 1,267.95 | 6,59,334 |
| 42 | Second class teak wood | cum | 2.11 | 1,42,949.7 | 3,01,623.87 |
| 43 | 35 mm thick shutters | Sqm | 20 | 4,111.95 | 82,239 |
| 44 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 40 | 2,241.8 | 89,672 |
| 45 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 29 | 3,167.95 | 91,870.55 |
| 46 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 440 | 238.35 | 1,04,874 |
| 47 | With 2nd class teak wood beading 62X19 mm | Sqm | 21 | 1,308.35 | 27,475.35 |
| 48 | 300x16 mm | Each | 20 | 216.55 | 4,331 |
| 49 | 75x47x1.80 mm | Each | 600 | 80.05 | 48,030 |
| 50 | 125x85x5.5 mm (heavy type) | Each | 200 | 268.65 | 53,730 |
| 51 | 250x10 mm | Each | 18 | 441.6 | 7,948.8 |
| 52 | 150x10 mm | Each | 136 | 287.25 | 39,066 |
| 53 | 300x16x5 mm | Each | 50 | 322.2 | 16,110 |
| 54 | 125 mm | Each | 100 | 256.65 | 25,665 |
| 55 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 18 | 121.65 | 2,189.7 |
| 56 | Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. | Each | 200 | 151.05 | 30,210 |
| 57 | 125 mm | Each | 36 | 231.05 | 8,317.8 |
| 58 | 100 mm | Each | 200 | 206.25 | 41,250 |
| 59 | Double strip (horizontal type) | Each | 400 | 39.7 | 15,880 |
| 60 | Second class teak wood | Sqm | 22 | 4,692.1 | 1,03,226.2 |
| 61 | 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 | 90 | 573.45 | 51,610.5 |
| 62 | Decorative finish (wood grained finish) | Sqm | 30 | 4,713.05 | 1,41,391.5 |
| 63 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( +/- 0.2 mm). Lock rail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snap fit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 6.3 | 4,076.05 | 25,679.12 |
| 64 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm ( +/- 0.2 mm). Both vertical sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness ( +/- 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in-charge. | Metre | 19 | 763.85 | 14,513.15 |
| 65 | 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 | 98 | 10,993.55 | 10,77,367.9 |
| 66 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 11 | 9,155.2 | 1,00,707.2 |
| 67 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 75 | 226 | 16,950 |
| 68 | 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 | 600 | 772.4 | 4,63,440 |
| 69 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 750 | 614.2 | 4,60,650 |
| 70 | Dark shade pigment using ordinary cement | Sqm | 150 | 1,119.5 | 1,67,925 |
| 71 | 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 | 118 | 1,096.55 | 1,29,392.9 |
| 72 | 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 | 250 | 1,330 | 3,32,500 |
| 73 | Size of Tile 600x600 mm | Sqm | 660 | 1,553.45 | 10,25,277 |
| 74 | Size of Tile 600x600 mm | Sqm | 66 | 1,623.05 | 1,07,121.3 |
| 75 | Size of Tile 800x800 mm | Sqm | 272 | 2,060.75 | 5,60,524 |
| 76 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 320 | 4,481.3 | 14,34,016 |
| 77 | 75 mm diameter | Metre | 144 | 248.8 | 35,827.2 |
| 78 | 110 mm diameter | Metre | 184 | 377.4 | 69,441.6 |
| 79 | 110x110x110 mm | Each | 20 | 234.15 | 4,683 |
| 80 | 110 mm bend | Each | 36 | 150.35 | 5,412.6 |
| 81 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 112 | 1,355.8 | 1,51,849.6 |
| 82 | 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 | 107 | 738.65 | 79,035.55 |
| 83 | 1:6 (1 cement: 6 fine sand) | Sqm | 1000 | 333.35 | 3,33,350 |
| 84 | 1:6 (1 cement: 6 fine sand) | Sqm | 4790 | 383 | 18,34,570 |
| 85 | 1:6 (1 cement: 6 fine sand) | Sqm | 3250 | 450 | 14,62,500 |
| 86 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1000 | 116.9 | 1,16,900 |
| 87 | 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 | 6810 | 160.6 | 10,93,686 |
| 88 | 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 | 1160 | 193.7 | 2,24,692 |
| 89 | Two or more coats on new work | Sqm | 250 | 155.9 | 38,975 |
| 90 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 6810 | 156.05 | 10,62,700.5 |
| 91 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete | Each | 48 | 271.45 | 13,029.6 |
| 92 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 20 | 2,434.25 | 48,685 |
| 93 | In cement mortar | cum | 15 | 2,060.2 | 30,903 |
| 94 | 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 | 370 | 263.95 | 97,661.5 |
| 95 | 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 | 240 | 218.9 | 52,536 |
| 96 | Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. | Sqm | 240 | 191.25 | 45,900 |
| 97 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 480 | 48.2 | 23,136 |
| 98 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 480 | 505.65 | 2,42,712 |
| 99 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 480 | 88.55 | 42,504 |
| 100 | Overhead informatory road signage | Sqm | 2.5 | 5,879.9 | 14,699.75 |
| 101 | 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 | 123 | 2,914.3 | 3,58,458.9 |
| 102 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 11 | 6,767.4 | 74,441.4 |
| 103 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 104 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 8,006.6 | 16,013.2 |
| 105 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 3 | 1,879.2 | 5,637.6 |
| 106 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 32 | 1,550.6 | 49,619.2 |
| 107 | 610x510 mm bowl depth 200 mm | Each | 10 | 4,940.8 | 49,408 |
| 108 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 20 | 6,940.75 | 1,38,815 |
| 109 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 2 | 1,648.95 | 3,297.9 |
| 110 | 32 mm dia | Each | 5 | 103.9 | 519.5 |
| 111 | 32 mm dia | Each | 24 | 119.55 | 2,869.2 |
| 112 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 5 | 53.25 | 266.25 |
| 113 | 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 | 30 | 1,607.95 | 48,238.5 |
| 114 | Rectangular shape 453x357 mm | Each | 4 | 1,361.8 | 5,447.2 |
| 115 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 2 | 1,151.9 | 2,303.8 |
| 116 | Sand cast iron S&S as per IS: 3989 | Each | 48 | 1,996.5 | 95,832 |
| 117 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 3 | 168.35 | 505.05 |
| 118 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 3 | 231.95 | 695.85 |
| 119 | 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 | 39 | 708.95 | 27,649.05 |
| 120 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 2 | 107.2 | 214.4 |
| 121 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 2 | 175.4 | 350.8 |
| 122 | 20 mm nominal dia Pipes | Metre | 24 | 335 | 8,040 |
| 123 | 25 mm nominal dia Pipes | Metre | 324 | 401.55 | 1,30,102.2 |
| 124 | 32 mm nominal dia Pipes | Metre | 200 | 518.75 | 1,03,750 |
| 125 | 50 mm nominal dia Pipes | Metre | 100 | 934.15 | 93,415 |
| 126 | 20 mm nominal dia Pipes | Metre | 250 | 537.6 | 1,34,400 |
| 127 | 25 mm nominal dia Pipes | Metre | 250 | 627.25 | 1,56,812.5 |
| 128 | 50 mm dia nominal bore | Metre | 260 | 762.15 | 1,98,159 |
| 129 | 25 to 40 mm nominal bore | Each | 20 | 911.9 | 18,238 |
| 130 | 50 to 80 mm nominal bore | Each | 10 | 1,785.35 | 17,853.5 |
| 131 | 15 mm nominal bore | Each | 60 | 353.25 | 21,195 |
| 132 | 15 mm nominal bore | Each | 60 | 353.25 | 21,195 |
| 133 | 25 mm nominal bore | Each | 17 | 622.4 | 10,580.8 |
| 134 | 32 mm nominal bore. | Each | 12 | 689.6 | 8,275.2 |
| 135 | 50 mm nominal bore | Each | 12 | 1,026.65 | 12,319.8 |
| 136 | 25 mm nominal bore | Each | 22 | 464.05 | 10,209.1 |
| 137 | Horizontal | Each | 22 | 591.4 | 13,010.8 |
| 138 | Vertical | Each | 22 | 624.1 | 13,730.2 |
| 139 | Horizontal | Each | 22 | 791.9 | 17,421.8 |
| 140 | Vertical | Each | 22 | 850.25 | 18,705.5 |
| 141 | Horizontal | Each | 22 | 1,371.2 | 30,166.4 |
| 142 | Vertical | Each | 22 | 1,445.15 | 31,793.3 |
| 143 | 150 mm diameter | Each | 24 | 222.35 | 5,336.4 |
| 144 | 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 | 22000 | 11 | 2,42,000 |
| 145 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 10 | 161.2 | 1,612 |
| 146 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 118.5 | 592.5 |
| 147 | 80 mm dia nominal bore | Each | 2 | 3,627.65 | 7,255.3 |
| 148 | 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 | 36 | 111.45 | 4,012.2 |
| 149 | 100 mm diameter | Metre | 250 | 443.6 | 1,10,900 |
| 150 | 150 mm diameter | Metre | 250 | 695.8 | 1,73,950 |
| 151 | 150 mm diameter S.W. pipe | Metre | 30 | 1,179.85 | 35,395.5 |
| 152 | Rectangular shape 600x450 mm internal dimensions | Each | 30 | 1,437.65 | 43,129.5 |
| 153 | Square shape 450 mm internal dimensions | Each | 20 | 1,155.45 | 23,109 |
| 154 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg | Each | 20 | 787 | 15,740 |
| 155 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each | 10 | 2,890.1 | 28,901 |
| 156 | 300 mm dia | Metre | 140 | 707.75 | 99,085 |
| 157 | 300 mm dia | Metre | 20 | 825.7 | 16,514 |
| 158 | 150 mm nominal size dia | Metre | 55 | 793.25 | 43,628.75 |
| 159 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. | cum | 16 | 1,509.8 | 24,156.8 |
| 160 | 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 | 9.6 | 1,538.25 | 14,767.2 |
| 161 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 8 | 1,538.25 | 12,306 |
| 162 | Frame size 65 x 100 mm | Metre | 270 | 1,111.3 | 3,00,051 |
| 163 | 30 mm thick | Sqm | 95 | 4,764.2 | 4,52,599 |
| 164 | 18 mm thick | Sqm | 125 | 2,992.9 | 3,74,112.5 |
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