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Tender Value
₹2.3 Cr
EMD Value
₹2.7 L
Closing Date
13 Feb 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
DRM Priority Work
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).
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.
Renovation of Cricket Ground, VIP Visitor Gallery & Dressing Rooms at Nallapadu
483-DRM-W-GNT-Tid-2834~SCR
483-DRM-W-GNT-Tid-2834
Open
Works - General
6 Months
Guntur, Andhra Pradesh
₹0
₹2.7 L
13 Feb 2026
21 Jan 2026
30 Jan 2026
221 items across 4 schedules · ₹2,75,74,541.12 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 4142.64 | 177.5 | 7,35,318.6 |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 2 | All kinds of soil. | cum | 412.08 | 260.3 | 1,07,264.42 |
| 3 | 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 | 1374.4 | 700.5 | 9,62,767.2 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 264.56 | 2,123.75 | 5,61,859.3 |
| Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. | — | — | — | — | |
| 5 | Beyond 60 cm girth upto and including 120 cm girth | Each | 88 | 2,373.5 | 2,08,868 |
| 6 | Beyond 120 cm girth upto and including 240 cm girth | Each | 10 | 11,020.15 | 1,10,201.5 |
| 7 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | cum | 5167.79 | 308.2 | 15,92,712.88 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 8 | 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 | 30.24 | 8,340.85 | 2,52,227.3 |
| 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 | 75.88 | 7,178.75 | 5,44,723.55 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 10 | Foundations, footings, bases for columns | Sqm | 120.6 | 392.15 | 47,293.29 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| CAST IN SITU | — | — | — | — | |
| Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | — | — | — | — | |
| 11 | 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 | 152.76 | 9,045.75 | 13,81,828.77 |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 575.26 | 392.15 | 2,25,588.21 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 129.67 | 927.25 | 1,20,236.51 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 126.6 | 736.4 | 93,228.24 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 258.44 | 961.3 | 2,48,438.37 |
| 16 | Stairs, (excluding landings) except spiral-staircases | Sqm | 11.25 | 764.95 | 8,605.69 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 17 | Under 20 cm wide | Metre | 54.4 | 208.55 | 11,345.12 |
| PRE-CAST RCC | — | — | — | — | |
| 18 | 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 | 63 | 10,585.9 | 6,66,911.7 |
| 19 | 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 | 6 | 20,355.8 | 1,22,134.8 |
| Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ),reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. | — | — | — | — | |
| 20 | 40 mm thick | Sqm | .72 | 1,706.55 | 1,228.72 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability a n d w o r k a b i l i t y without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 53.94 | 9,504.75 | 5,12,686.22 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 45.29 | 9,860.4 | 4,46,577.52 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 23 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 17.26 | 6,295.15 | 1,08,654.29 |
| HALF BRICK MASONRY | — | — | — | — | |
| Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. | — | — | — | — | |
| 24 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 100 | 1,123.8 | 1,12,380 |
| EXPOSED BRICK WALL | — | — | — | — | |
| Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : | — | — | — | — | |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 112.85 | 9,095.05 | 10,26,376.39 |
| CLADDING WORK | — | — | — | — | |
| STONE WORK DRY CLADDING | — | — | — | — | |
| 26 | 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 | 15.45 | 1,267.95 | 19,589.83 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). | — | — | — | — | |
| 27 | Second class teak wood | cum | .42 | 1,42,949.7 | 60,038.87 |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. | — | — | — | — | |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 26.88 | 3,473.85 | 93,377.09 |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | — | — | — | — | |
| 29 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 100 | 238.35 | 23,835 |
| Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. | — | — | — | — | |
| 30 | With 2nd class teak wood beading 62X19 mm | Sqm | 18.9 | 1,308.35 | 24,727.82 |
| BRASS FITTINGS | — | — | — | — | |
| 31 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 20 | 121.65 | 2,433 |
| ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) | — | — | — | — | |
| Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : | — | — | — | — | |
| 32 | 300x16 mm | Each | 20 | 303.25 | 6,065 |
| Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : | — | — | — | — | |
| 33 | 250x10 mm | Each | 10 | 115.15 | 1,151.5 |
| 34 | 200x10 mm | Each | 20 | 99.7 | 1,994 |
| Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : | — | — | — | — | |
| 35 | 125 mm | Each | 20 | 66.25 | 1,325 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +/-1mm), with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size19 X 19 mm and 1mm ( +/- 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer- in-charge | — | — | — | — | |
| 36 | Extruded section profile size 48x40 mm | Metre | 22.8 | 270.2 | 6,160.56 |
| Providing and fixing to existing door frames. | — | — | — | — | |
| 37 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 8 | 3,253.8 | 26,030.4 |
| 38 | 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 | 12 | 4,076.05 | 48,912.6 |
| 39 | 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 | 80 | 763.85 | 61,108 |
| Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi- chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. | — | — | — | — | |
| Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. | — | — | — | — | |
| 40 | 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 | 10.8 | 10,993.55 | 1,18,730.34 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 41 | 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 | 100 | 772.4 | 77,240 |
| FLOORING | — | — | — | — | |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 42 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 22.5 | 1,096.55 | 24,672.38 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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. | — | — | — | — | |
| 43 | Size of Tile 800x800 mm | Sqm | 76.8 | 1,885.5 | 1,44,806.4 |
| Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in- charge. | — | — | — | — | |
| 44 | Size of Tile 800x800 mm | Sqm | 76.8 | 244.75 | 18,796.8 |
| ROOFING | — | — | — | — | |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 45 | 110 mm diameter | Metre | 70 | 377.4 | 26,418 |
| Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | — | — | — | — | |
| Single tee with door | — | — | — | — | |
| 46 | 110x110x110 mm | Each | 20 | 234.15 | 4,683 |
| Shoe (Plain) | — | — | — | — | |
| 47 | 110 mm Shoe | Each | 20 | 131.85 | 2,637 |
| Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : | — | — | — | — | |
| 48 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 76.8 | 1,355.8 | 1,04,125.44 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 15 mm cement plaster on the rough side of single or half brick wall of mix : | — | — | — | — | |
| 49 | 1:6 (1 cement: 6 fine sand) | Sqm | 2242.72 | 383 | 8,58,961.76 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with water proofing cement paint of required shade : | — | — | — | — | |
| 50 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 281.6 | 116.9 | 32,919.04 |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 51 | Two or more coats on new work | Sqm | 200 | 155.9 | 31,180 |
| 52 | 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 | 280 | 156.05 | 43,694 |
| REPAIRS TO BUILDING | — | — | — | — | |
| WOOD WORK | — | — | — | — | |
| 53 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete | Each | 8 | 271.45 | 2,171.6 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| 54 | 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 | 12868 | 218.9 | 28,16,805.2 |
| Supplying and stacking at site. | — | — | — | — | |
| 55 | 63 mm to 45 mm size stone aggregate | cum | 653.69 | 1,636.05 | 10,69,469.52 |
| 56 | 53 mm to 22.4 mm size stone aggregate | cum | 980.54 | 1,842.3 | 18,06,448.84 |
| 57 | Red bajri | cum | 1307.39 | 1,564.9 | 20,45,934.61 |
| 58 | Good earth | cum | 3860.4 | 775.5 | 29,93,740.2 |
| 59 | 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 | 1634.24 | 1,046.95 | 17,10,967.57 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 60 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 8,006.6 | 40,033 |
| Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: | — | — | — | — | |
| 61 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 5 | 1,879.2 | 9,396 |
| Providing and fixing white vitreous china water closet squatting pan (Indian type) : | — | — | — | — | |
| 62 | Long pattern W.C. pan of size 580 mm | Each | 1 | 1,959.8 | 1,959.8 |
| 63 | 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 | 4 | 1,648.95 | 6,595.8 |
| Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. | — | — | — | — | |
| Semi rigid pipe | — | — | — | — | |
| 64 | 32 mm dia | Each | 5 | 103.9 | 519.5 |
| Flexible pipe | — | — | — | — | |
| 65 | 32 mm dia | Each | 4 | 119.55 | 478.2 |
| 66 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 5 | 53.25 | 266.25 |
| Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : | — | — | — | — | |
| 67 | Rectangular shape 453x357 mm | Each | 10 | 1,361.8 | 13,618 |
| Providing and fixing soil, waste and vent pipes : | — | — | — | — | |
| 100 mm dia | — | — | — | — | |
| 68 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 2 | 1,151.9 | 2,303.8 |
| Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : | — | — | — | — | |
| 100 mm inlet and 100 mm outlet | — | — | — | — | |
| 69 | Sand cast iron S&S as per IS: 3989 | Each | 8 | 1,996.5 | 15,972 |
| 70 | 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 | 9 | 231.95 | 2,087.55 |
| Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. | — | — | — | — | |
| 71 | 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 | 9 | 708.95 | 6,380.55 |
| 72 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 4 | 107.2 | 428.8 |
| Providing and fixing PTMT urinal cock of approved quality and colour. | — | — | — | — | |
| 73 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 4 | 175.4 | 701.6 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. | — | — | — | — | |
| 74 | 20 mm nominal dia Pipes | Metre | 24 | 537.6 | 12,902.4 |
| 75 | 25 mm nominal dia Pipes | Metre | 24 | 627.25 | 15,054 |
| Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work | — | — | — | — | |
| 76 | 50 mm dia nominal bore | Metre | 560 | 762.15 | 4,26,804 |
| 77 | 80 mm dia nominal bore | Metre | 100 | 1,041.7 | 1,04,170 |
| Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : | — | — | — | — | |
| 78 | 50 to 80 mm nominal bore | Each | 10 | 1,785.35 | 17,853.5 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 79 | 25 mm nominal bore | Each | 7 | 622.4 | 4,356.8 |
| 80 | 32 mm nominal bore. | Each | 2 | 689.6 | 1,379.2 |
| 81 | 50 mm nominal bore | Each | 6 | 1,026.65 | 6,159.9 |
| 82 | 80 mm nominal bore | Each | 3 | 2,604.55 | 7,813.65 |
| Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : | — | — | — | — | |
| 83 | 25 mm nominal bore | Each | 13 | 464.05 | 6,032.65 |
| Providing and fixing gun metal non- return valve of approved quality (screwed end) : | — | — | — | — | |
| 25 mm nominal bore | — | — | — | — | |
| 84 | Horizontal | Each | 2 | 591.4 | 1,182.8 |
| 85 | Vertical | Each | 2 | 624.1 | 1,248.2 |
| 32 mm nominal bore | — | — | — | — | |
| 86 | Horizontal | Each | 2 | 791.9 | 1,583.8 |
| 87 | Vertical | Each | 2 | 850.25 | 1,700.5 |
| 50 mm nominal bore | — | — | — | — | |
| 88 | Horizontal | Each | 2 | 1,371.2 | 2,742.4 |
| 89 | Vertical | Each | 5 | 1,445.15 | 7,225.75 |
| 80 mm nominal bore | — | — | — | — | |
| 90 | Vertical | Each | 1 | 3,855.4 | 3,855.4 |
| Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet | — | — | — | — | |
| 91 | 150 mm diameter | Each | 4 | 222.35 | 889.4 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| 92 | 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 | 2000 | 11 | 22,000 |
| PTMT FITTINGS | — | — | — | — | |
| Providing and fixing PTMT bib cock of approved quality and colour. | — | — | — | — | |
| 93 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 15 | 161.2 | 2,418 |
| Providing and fixing PTMT stop cock of approved quality and colour. | — | — | — | — | |
| 94 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 118.5 | 592.5 |
| AIR VALVE & WATER METER (BULK TYPE) | — | — | — | — | |
| Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : | — | — | — | — | |
| 95 | 50 mm dia | Each | 4 | 5,748.8 | 22,995.2 |
| 96 | 80 mm dia | Each | 4 | 6,993.6 | 27,974.4 |
| 97 | 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 | 6 | 111.45 | 668.7 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 98 | 150 mm diameter | Metre | 30 | 695.8 | 20,874 |
| Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : | — | — | — | — | |
| 99 | 150 mm diameter S.W. pipe | Metre | 30 | 1,179.85 | 35,395.5 |
| Schedule total | ₹2,53,77,220.46 | ||||
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