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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹99.6 L
EMD Value
₹2.0 L
Closing Date
23 Oct 2026, 2:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
Above/Below/Par
OA/3
16 conditions · 4 needing a document upload
Financial Eligibility Criteria:Advance Correction Slip No. 1) Ref: 2022/ce- i/ct/gcc-2022/policy dated- 14.07.2022)A. Para 10.2., Part I of GCC shall be read as under: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 RupeesN= 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 under:Financial Eligibility Criteria:Advance Correction Slip No. 1) Ref: 2022/ce-i/ct/gcc-2022/policy dated- 14.07.2022)A. Para 10.2., Part I of GCC shall be read as under: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 RupeesN= 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 under:The tenderers shall submit requisite information as per Annexure-XIV (as per tender document & NIT), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Similar nature of work : Any civil engineering work
16 conditions · 4 needing a document upload
A . Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. 1. The details of the works completed by the tenderer during the last Seven years to be filled in Annexure-I. 2. The details of Plants and Machinery with the tenderer to be filled in Annexure- II. 3. Details of Personnel and Organization of the Tenderer to be filled in Annexure-III. 4. Details of Works presently on hand of the Tenderer to be filled in Annexure- IV. 5. The details regarding Association of Railway Officer s with the tenderer to be filled in Annexure- V. 6. List of the Arbitration cases of the Tenderer during last Five years to be filled in Annexure-VI. 7. List of the Court cases of the Tenderer during last Five years to be filled in Annexure- VII. 8. NEFT MANDATE FORM. All Payments to the agency including the refund of the Earnest Money of the unsuccessful bidder preferably will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure-VIII. 9.Format for Certificate to be uploaded by Tenderer Along with the tender documents Annexure-IX and IX-A (As per GCC-2022 Annexure-V and V-A). 10. GST COMPLAINT INVOICE Annexure-X 11. LETTER OF CREDIT Annexure-XI, 12. Bid Capacity Declaration Annexure-XII.13. Bid Security declaration Annexure-XIII and 14. Annual Contractual Turnover Data Declaration Annexure-XIV (As per GCC-2022 Annexure-VI-B).
B . T h e tender offer complete in a l l respect and with all documents is t o b e submitted online by e-tendering process through the website www.ireps.gov.in before the closing time/date of this tender as mentioned in the NIT (Notice Inviting Tender). Tenderer can revise the bids any number of times till the closing time/date of the tender. No manual offers shall be accepted.
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII respectively. These Annexures are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days.
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.
Repair and maintenance of Katwa PWI Store along with Office at Main Line & Branch Line and Repair and maintenance of Katwa IOW Store along with Office & Office of AEN/KWAE under the jurisdiction of AEN/KWAE
235_2026-27~ER
235_2026-27
Open
Works - General
12 Months
Howrah, West Bengal
₹0
₹2.0 L
29 Sept 2026
29 Sept 2026
9 Oct 2026
440 items across 2 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 54,72,414.22 | ||
| — | 80.00 | — | — | ||
| 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. // All kinds of soil | — | — | — | 12,780 | |
| — | 10.00 | — | — | ||
| EARTH WORK // General // Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. // All kinds of soil | — | — | — | 1,141.2 | |
| — | 20.00 | — | — | ||
| EARTH WORK // General // 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. | — | — | — | 3,528 | |
| — | 100.00 | — | — | ||
| EARTH WORK // General // Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. // All kinds of soil | — | — | — | 3,073.5 | |
| — | 20.00 | — | — | ||
| EARTH WORK // General // Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | — | — | — | 38,227.5 | |
| — | 100.00 | — | — | ||
| EARTH WORK // General // 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. | — | — | — | 1,584 | |
| — | 80.00 | — | — | ||
| EARTH WORK // General // Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | — | — | — | 644.4 | |
| — | 25.00 | — | — | ||
| 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 : // 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) | — | — | — | 1,87,669.13 | |
| — | 20.00 | — | — | ||
| 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 : // 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) | — | — | — | 1,41,813 | |
| — | 17.00 | — | — | ||
| 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 : // 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) | — | — | — | 1,38,399.98 | |
| — | 21.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : // 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) | — | — | — | 2,05,120.76 | |
| — | 23.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // 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 and workability 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 // Concrete of M25 grade with minimum cement content of 330 kg /cum | — | — | — | 1,96,748.33 | |
| — | 40.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // 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 and workability 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 above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum | — | — | — | 3,54,974.4 | |
| — | 160.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete | — | — | — | 56,469.6 | |
| — | 80.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressummers and cantilevers | — | — | — | 53,020.8 | |
| — | 70.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts | — | — | — | 60,561.9 | |
| — | 10.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // PRE-CAST RCC // 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). | — | — | — | 95,273.1 | |
| — | 3140.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. | — | — | — | 3,04,784.1 | |
| — | 5573.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. | — | — | — | 5,40,943.25 | |
| — | 27.00 | — | — | ||
| MASONRY WORK // General // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement : 6 coarse sand) | — | — | — | 1,73,313.67 | |
| — | 23.00 | — | — | ||
| MASONRY WORK // HALF BRICK MASONRY // Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : // cement mortar 1:4 (1 cement : 4 coarse sand) | — | — | — | 18,734.54 | |
| — | 10.00 | — | — | ||
| MASONRY WORK // General // Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : // With Modular bricks | — | — | — | 80,481.15 | |
| — | 60.00 | — | — | ||
| CLADDING WORK // STONE WORK DRY CLADDING // 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. | — | — | — | 68,469.3 | |
| — | 60.00 | — | — | ||
| WOOD AND P.V.C. WORK // MISCELLANEOUS-WOOD WORK // 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. // With 2nd class teak wood beading 62X19 mm | — | — | — | 70,650.9 | |
| — | 400.00 | — | — | ||
| WOOD AND P.V.C. WORK // 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. // Fixed to openings /wooden frames with rawl plugs screws etc. | — | — | — | 85,806 | |
| — | 50.00 | — | — | ||
| WOOD AND P.V.C. WORK // MISCELLANEOUS-WOOD WORK // Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : // 2nd class teak wood // 50x12 mm | — | — | — | 9,949.5 | |
| — | 28.00 | — | — | ||
| WOOD AND P.V.C. WORK // FRAMES AND TRUSSES // 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. // 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | — | — | — | 87,541.02 | |
| — | 15.00 | — | — | ||
| WOOD AND P.V.C. WORK // BRIGHT FINISHED M.S. FITTINGS // Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : // 100x58x1.90 mm | — | — | — | 607.5 | |
| — | 9.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | — | — | — | 3,990.87 | |
| — | 6.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, panelling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. // 30 mm thick plain PVC door shutters | — | — | — | 17,187.93 | |
| — | 15.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // 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 : // 250x10 mm | — | — | — | 1,554.53 | |
| — | 320.00 | — | — | ||
| STEEL WORK // General // Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | — | — | — | 33,796.8 | |
| — | 600.00 | — | — | ||
| STEEL WORK // General // Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | — | — | — | 72,198 | |
| — | 20.00 | — | — | ||
| STEEL WORK // General // Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. // Using M.S. angels 40x40x6 mm for diagonal braces | — | — | — | 1,04,478.3 | |
| — | 100.00 | — | — | ||
| FLOORING // General // Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. // 18 mm thick | — | — | — | 59,584.5 | |
| — | 25.00 | — | — | ||
| FLOORING // General // Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. // 40 mm thick with 20 mm nominal size stone aggregate | — | — | — | 13,819.5 | |
| — | 140.00 | — | — | ||
| FLOORING // CERAMIC GLAZED TILES // 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. | — | — | — | 1,38,165.3 | |
| — | 80.00 | — | — | ||
| FLOORING // 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. // Size of Tile 600x600 mm | — | — | — | 1,11,848.4 | |
| — | 260.00 | — | — | ||
| FINISHING // CEMENT PLASTER (IN COARSE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 coarse sand) | — | — | — | 80,414.1 | |
| — | 100.00 | — | — | ||
| FINISHING // 6 mm CEMENT PLASTER // Neat cement punning. | — | — | — | 7,195.5 | |
| — | 600.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Finishing walls with water proofing cement paint of required shade : // New work (Two or more coats applied @ 3.84 kg/10 sqm) | — | — | — | 63,126 | |
| — | 360.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : // Two or more coats on new work | — | — | — | 50,511.6 | |
| — | 200.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Varnishing with varnish of approved brand and manufacture : // Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish | — | — | — | 42,498 | |
| letter per cm height | per | — | — | ||
| — | 2500.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Lettering with black Japan paint of approved brand and manufacture | — | — | — | 13,837.5 | |
| — | 4.00 | — | — | ||
| SANITARY INSTALLATIONS // General // 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: // White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap | — | — | — | 8,014.86 | |
| — | 4.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | — | — | — | 6,060.06 | |
| — | 4.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. // 10 litre capacity - White | — | — | — | 4,286.34 | |
| — | 9.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // 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. // Bend 87.5 degree // 110 mm bend | — | — | — | 1,217.84 | |
| — | 9.00 | — | — | ||
| 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. // 110 mm diameter | — | — | — | 3,056.94 | |
| — | 2.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing white vitreous china water closet squatting pan (Indian type) : // Orissa pattern W.C. pan of size 580x440 mm | — | — | — | 5,704.29 | |
| — | 40.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. // Semi rigid pipe // 32 mm dia | — | — | — | 3,740.4 | |
| — | 6.00 | — | — | ||
| SANITARY INSTALLATIONS // General // 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. | — | — | — | 8,682.93 | |
| — | 5.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. // Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | — | — | — | 550.8 | |
| — | 5.00 | — | — | ||
| SANITARY INSTALLATIONS // General // 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. | — | — | — | 757.58 | |
| — | 5.00 | — | — | ||
| SANITARY INSTALLATIONS // General // 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. // 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. | — | — | — | 3,190.28 | |
| — | 125.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. ( Internal work - Exposed on wall ) // 15 mm dia nominal bore | — | — | — | 41,220 | |
| — | 100.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. ( Internal work - Exposed on wall ) // 25 mm dia nominal bore | — | — | — | 49,653 | |
| — | 30.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. ( Internal work - Exposed on wall ) // 50 mm dia nominal bore | — | — | — | 28,305.45 | |
| — | 8.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // 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 : // 25 to 40 mm nominal bore | — | — | — | 6,565.68 | |
| — | 8.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 25 mm nominal bore | — | — | — | 4,481.28 | |
| — | 4.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet // 150 mm diameter | — | — | — | 800.46 | |
| — | 4000.00 | — | — | ||
| Litre | Per | — | — | ||
| WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // 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. | — | — | — | 39,600 | |
| — | 4.00 | — | — | ||
| WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : // 15 mm nominal bore | — | — | — | 1,824.48 | |
| — | 4.00 | — | — | ||
| WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. // 15 mm nominal bore | — | — | — | 2,413.62 | |
| — | 2.00 | — | — | ||
| WATER SUPPLY // PTMT FITTINGS // Providing and fixing PTMT grating of approved quality and colour. // Circular type // 125 mm nominal dia with 25 mm waste hole | — | — | — | 93.33 | |
| — | 2.00 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | — | — | — | 282.42 | |
| — | 4.00 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // 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. | — | — | — | 401.22 | |
| — | 20.00 | — | — | ||
| FLOORING // TILE FLOORING // Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : // Light shade pigment using white cement | — | — | — | 27,608.4 | |
| — | 150.00 | — | — | ||
| ALUMINIUM WORK // General // Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | — | — | — | 86,177.25 | |
| — | 14.00 | — | — | ||
| CLADDING WORK // STONE WORK DRY CLADDING // Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | — | — | — | 63,189.63 | |
| — | 5.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: // White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | — | — | — | 30,453.3 | |
| — | 5.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | — | — | — | 1,571.17 | |
| — | 5.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : // W.C. pan with ISI marked white solid plastic seat and lid | — | — | — | 29,319.97 | |
| — | 2.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : // Kitchen sink without drain board // 470x420 mm bowl depth 178 mm | — | — | — | 6,132.96 | |
| — | 6.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | — | — | — | 14,389.11 | |
| — | 2.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. // Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | — | — | — | 4,381.65 | |
| — | 125.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // 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. | — | — | — | 83,098.13 | |
| — | 41.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing precoated galvanised steel sheet roofing accessories 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 using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm) | — | — | — | 19,643.71 | |
| — | 10.00 | — | — | ||
| CLADDING WORK // General // Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels // Granite stone slab colour black, Cherry/Ruby red // Area of slab upto 0.50 sqm | — | — | — | 48,721.5 | |
| — | 10.00 | — | — | ||
| CLADDING WORK // General // Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels // Granite stone slab colour black, Cherry/Ruby red // Area of slab over 0.50 sqm | — | — | — | 46,226.7 | |
| — | 50.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame's vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. | — | — | — | 31,320 | |
| — | 20.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made PVC Door shutter made of solid foam PVC profiles of thickness 5 mm and 15 mm at edges integrally extruded for vertical style and horizontal (top / bottom / lock) rails of minimum cross section of 70mm x 28mm, of shape and design as per manufacturer's specifications having homogenous fine cellular structure and smooth integral outer skin, inserted with G.l. 'C' section / rectangular tube profile of minimum 0.60 mm thickness with 120 gsm coating as stiffeners as per manufacturer's specifications Mitered cut joints for styles and rails provided with telescopic polymeric 'L' corners are joined together using solvent adhesive and strengthened with fully threaded stainless steel screws (of required size) through reinforcement stiffener with panelling of specified solid foam PVC board / high pressure laminate of required thickness and of approved design and shade (matching the styles and rails), secured within styles and rails with specially designed solid foam PVC moulded beadings of required size using PVC solvent adhesive / cement. The finished door shutter including SS hardware, 1 no. SS sliding door bolt 200 x 10mm, 1 no. SS tower bolt 200 x 10mm and 2 nos. SS handles 125 mm, shall be fixed to frame with 3 Nos. stainless steel hinges of minimum size 100x58x1.9mm and stainless steel screws of required size complete as per direction of the Engineer-in-Charge.(Cost of above hardware is inclusive in rates) // 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Non decorative type | — | — | — | 67,575.6 | |
| — | 98.00 | — | — | ||
| ALUMINIUM WORK // General // Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : // For fixed portion // Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | — | — | — | 43,663.41 | |
| — | 47.00 | — | — | ||
| ALUMINIUM WORK // General // Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : // For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) // Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | — | — | — | 25,320.78 | |
| — | 15.00 | — | — | ||
| ALUMINIUM WORK // General // Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): // With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | — | — | — | 20,320.88 | |
| — | 50.00 | — | — | ||
| STEEL WORK // General // 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.). | — | — | — | 34,758 | |
| — | 15.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing ISI marked aluminium butt hinges 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: // 125x75x4 mm | — | — | — | 2,026.35 | |
| — | 15.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing ISI marked aluminium butt hinges 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: // 75x63x3.2 mm | — | — | — | 1,100.25 | |
| — | 10.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // 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 : // 100x10 mm | — | — | — | 582.3 | |
| — | 10.00 | — | — | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // 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 : // 100 mm | — | — | — | 535.95 | |
| — | 40.00 | — | — | ||
| STEEL WORK // General // Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. // Using flats 30x6 mm for diagonal braces and central cross piece | — | — | — | 2,00,295 | |
| — | 10.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: // 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). | — | — | — | 93,217.95 | |
| — | 400.00 | — | — | ||
| FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 fine sand) | — | — | — | 1,20,006 | |
| — | 80.00 | — | — | ||
| FINISHING // CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT // 12 mm cement plaster finished with a floating coat of neat cement of mix : // 1:3 (1 cement: 3 fine sand) | — | — | — | 31,626 | |
| — | 100.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | — | — | — | 4,918.5 | |
| — | 900.00 | — | — | ||
| FINISHING // INTERIOR FINISHING // Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : // New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | — | — | — | 1,50,376.5 | |
| — | 60.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | — | — | — | 1,358.1 | |
| — | 60.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : // Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | — | — | — | 12,217.5 | |
| — | 80.00 | — | — | ||
| FINISHING // PEBBLE DASH PLASTER // Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | — | — | — | 18,914.4 | |
| — | 100.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns | — | — | — | 35,293.5 | |
| — | 50.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering including strutting, propping etc. and removal of form work for : // Columns, piers, abutments, pillars, posts and struts | — | — | — | 43,258.5 | |
| — | 37.00 | — | — | ||
| WATER SUPPLY // PTMT FITTINGS // Providing and fixing PTMT stop cock of approved quality and colour. // 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | — | — | — | 3,946.05 | |
| — | 20.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. ( Internal work - Exposed on wall ) // 32 mm dia nominal bore | — | — | — | 12,006 | |
| — | 20.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work // 15 mm dia nominal bore | — | — | — | 5,798.7 | |
| — | 20.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work // 20 mm dia nominal bore | — | — | — | 6,634.8 | |
| — | 10.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work // 25 mm dia nominal bore | — | — | — | 4,209.75 | |
| — | 10.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work // 32 mm dia nominal bore | — | — | — | 4,862.7 | |
| — | 10.00 | — | — | ||
| — | 10.00 | — | — | ||
| WATER SUPPLY // PTMT FITTINGS // Providing and fixing PTMT pillar cock of approved quality and colour. // 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | — | — | — | 1,876.05 | |
| — | — | — | 44,85,674.47 | ||
| — | 50.00 | — | — | ||
| 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. // All kinds of soil | — | — | — | 7,987.5 | |
| — | 10.00 | — | — | ||
| EARTH WORK // General // Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. // All kinds of soil | — | — | — | 1,141.2 | |
| — | 20.00 | — | — | ||
| EARTH WORK // General // 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. | — | — | — | 3,528 | |
| — | 100.00 | — | — | ||
| EARTH WORK // General // Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. // All kinds of soil | — | — | — | 3,073.5 | |
| — | 20.00 | — | — | ||
| EARTH WORK // General // Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | — | — | — | 38,227.5 | |
| — | 100.00 | — | — | ||
| EARTH WORK // General // 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. | — | — | — | 1,584 | |
| — | 80.00 | — | — | ||
| EARTH WORK // General // Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | — | — | — | 644.4 | |
| — | 16.00 | — | — | ||
| 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 : // 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) | — | — | — | 1,20,108.24 | |
| — | 14.00 | — | — | ||
| 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 : // 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) | — | — | — | 99,269.1 | |
| — | 10.00 | — | — | ||
| 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 : // 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) | — | — | — | 81,411.75 |
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