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Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
26 May 2026, 2:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
OA/HQ
16 conditions · 4 needing a document upload
Financial Eligibility Criteria: Advance Correction Slip No. 1) Ref: 2022/cei/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 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 under: Financial Eligibility Criteria: Advance Correction Slip No. 1) Ref: 2022/ce-i/ct/gcc-2022/policy dated14.07.2022) 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 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 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.
Definition of similar nature of works: " Any Civil Engineering Works"
ELIGIBILITY CRITERIA (FOR TENDERS OF VALUE ABOVE RS. 50 LAKHS) : (a)The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b)(i) In case of 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 of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for (b) (i): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components (b) (ii) In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (iii) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract.
Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirement as per clause 7 of the Standard GCC with prior approval of Chief Engg. in writing.
Note for Item 10.1 of GCC 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.
20 conditions · 6 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. Annexure VI (B)].. 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 Annexure VI (B)]..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 IXA. [as per GCC 2022 Annexure V & 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.
Construction of 'New Store Depot at TKPR Coaching Yard'.
21_2026-27
21_2026-27
Open
Works - General
8 Months
Howrah, West Bengal
₹0
₹2.9 L
26 May 2026
27 Apr 2026
12 May 2026
310 items across 3 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 1,46,30,202.52 | ||
| — | 75.00 | — | — | ||
| EARTH WORK // 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 lift upto 1.5 m, as directed by Engineer-in-charge. // All kinds of soil | — | — | — | 14,330.14 | |
| — | 37.00 | — | — | ||
| EARTH WORK // Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. // All kinds of soil | — | — | — | 3,595.84 | |
| — | 37.00 | — | — | ||
| EARTH WORK // Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | — | — | — | 8,738.42 | |
| — | 150.00 | — | — | ||
| EARTH WORK // 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 | — | — | — | 3,926.93 | |
| — | 37.00 | — | — | ||
| EARTH WORK // Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | — | — | — | 74,366.89 | |
| — | 299.00 | — | — | ||
| EARTH WORK // 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. | — | — | — | 4,032.01 | |
| — | 299.00 | — | — | ||
| EARTH WORK // Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | — | — | — | 2,057.72 | |
| — | 9.00 | — | — | ||
| 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 : // 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | — | — | — | 65,149.15 | |
| — | 9.00 | — | — | ||
| 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) | — | — | — | 61,646.31 | |
| — | 30.00 | — | — | ||
| CONCRETE WORK // DAMP-PROOF COURSE // Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | — | — | — | 10,346.72 | |
| — | 11.00 | — | — | ||
| REINFORCED 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) | — | — | — | 85,565.77 | |
| — | 11.00 | — | — | ||
| REINFORCED 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) | — | — | — | 1,04,193.06 | |
| — | 59.00 | — | — | ||
| REINFORCED 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 | — | — | — | 16,897.22 | |
| — | 337.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform | — | — | — | 2,40,244.44 | |
| — | 83.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressumers and cantilevers | — | — | — | 46,958.54 | |
| — | 67.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts | — | — | — | 50,112.82 | |
| — | 12.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Stairs, (excluding landings) except spiral-staircases | — | — | — | 7,340.49 | |
| — | 9.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Weather shade, Chajjas, corbels etc., including edges | — | — | — | 6,821.13 | |
| — | 4.00 | — | — | ||
| REINFORCED 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). | — | — | — | 35,985.42 | |
| — | 22198.00 | — | — | ||
| REINFORCED 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. | — | — | — | 18,50,747.15 | |
| — | 22826.00 | — | — | ||
| REINFORCED 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. | — | — | — | 19,03,106.34 | |
| — | 224.00 | — | — | ||
| REINFORCED 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum | — | — | — | 18,09,009.22 | |
| — | 307.00 | — | — | ||
| REINFORCED 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum | — | — | — | 29,42,523.16 | |
| — | 12.00 | — | — | ||
| MASONRY WORK // 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) | — | — | — | 74,306.07 | |
| — | 105.00 | — | — | ||
| MASONRY WORK // Brick work 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 in all shapes and sizes in : // Cement mortar 1:6 (1 cement : 6 coarse sand) | — | — | — | 8,09,357.38 | |
| — | 8.00 | — | — | ||
| 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) | — | — | — | 6,233.6 | |
| — | 45.00 | — | — | ||
| MASONRY WORK // HALF BRICK MASONRY // Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. // Cement mortar 1:4 (1 cement :4 coarse sand) | — | — | — | 42,605.39 | |
| — | 972.00 | — | — | ||
| FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 fine sand) | — | — | — | 2,54,916.72 | |
| — | 299.00 | — | — | ||
| FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:4 (1 cement: 4 fine sand) | — | — | — | 81,988.94 | |
| — | 1272.00 | — | — | ||
| FINISHING // Extra for plastering: // Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | — | — | — | 2,53,508.33 | |
| — | 22.00 | — | — | ||
| FINISHING // CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT // 12 mm cement plaster finished with a floating coat of neat cement of mix : // 1:4 (1 cement: 4 fine sand) | — | — | — | 7,392.2 | |
| — | 1272.00 | — | — | ||
| FINISHING // Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : // Water thinnable cement primer | — | — | — | 76,241.77 | |
| — | 1272.00 | — | — | ||
| FINISHING // Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. // Two or more coats on new work | — | — | — | 1,09,719.54 | |
| — | 449.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : // Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | — | — | — | 66,372.75 | |
| — | 30.00 | — | — | ||
| 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. | — | — | — | 29,670.26 | |
| — | 179.00 | — | — | ||
| FLOORING // VITRIFIED FLOOR TILES // Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. // Glazed Vitrified tiles Matt/Antiskid finish of size // Size of Tile 800 x 800 mm | — | — | — | 2,57,062.97 | |
| — | 15.00 | — | — | ||
| 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. | — | — | — | 13,051.62 | |
| — | 2.00 | — | — | ||
| SANITARY INSTALLATIONS // 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 | — | — | — | 10,753.31 | |
| — | 2.00 | — | — | ||
| SANITARY INSTALLATIONS // 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 | — | — | — | 10,305.42 | |
| — | 2.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : // One urinal basin with 5 litre white P.V.C. automatic flushing cistern | — | — | — | 9,800.06 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // 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 | — | — | — | 1,779.79 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | — | — | — | 1,395.05 | |
| — | 15.00 | — | — | ||
| ROOFING // 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 without door // 110x110x110 mm | — | — | — | 2,660.96 | |
| — | 15.00 | — | — | ||
| ROOFING // 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 degrees // 110 mm bend | — | — | — | 1,841.4 | |
| — | 59.00 | — | — | ||
| ROOFING // Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): // 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 | — | — | — | 17,544.68 | |
| — | 15.00 | — | — | ||
| ROOFING // 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. // Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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. | — | — | — | 9,368.12 | |
| letter per cm height | per | — | — | ||
| — | 898.00 | — | — | ||
| FINISHING // Lettering with black Japan paint of approved brand and manufacture | — | — | — | 4,217.46 | |
| — | 2993.00 | — | — | ||
| 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. | — | — | — | 26,999.85 | |
| — | 4.00 | — | — | ||
| WATER SUPPLY // PTMT FITTINGS // Providing and fixing PTMT bib cock of approved quality and colour. // 15mm nominal bore, 86 mm long, weighing not less than 88 gms | — | — | — | 408.64 | |
| — | 4.00 | — | — | ||
| 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 | — | — | — | 383.72 | |
| — | 4.00 | — | — | ||
| 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 | — | — | — | 672.58 | |
| — | 4.00 | — | — | ||
| WATER SUPPLY // Providing and fixing PTMT grating of approved quality and colour. // Circular type // 125 mm nominal dia with 25 mm waste hole | — | — | — | 168.33 | |
| — | 4.00 | — | — | ||
| 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 | — | — | — | 508.15 | |
| — | 2.00 | — | — | ||
| 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. | — | — | — | 179.96 | |
| — | 3.00 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. // 15 mm nominal bore with 30cm length | — | — | — | 238.54 | |
| — | 6.00 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. // 15 mm nominal bore with 45 cm length | — | — | — | 602.08 | |
| — | 3.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 20 mm nominal bore | — | — | — | 1,288.28 | |
| — | 3.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 40 mm nominal bore | — | — | — | 1,973.37 | |
| — | 2.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 50 mm nominal bore | — | — | — | 1,633.55 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // 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 // 610x510 mm bowl depth 200 mm | — | — | — | 3,975.19 | |
| — | 37.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.-Internal work - Exposed on wall // 15 mm dia nominal bore | — | — | — | 10,465.8 | |
| — | 53.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.-Internal work - Exposed on wall // 20 mm dia nominal bore | — | — | — | 18,402.42 | |
| — | 53.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.-Internal work - Exposed on wall // 25 mm dia nominal bore | — | — | — | 24,211.25 | |
| — | 45.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.-Internal work - Exposed on wall // 50 mm dia nominal bore | — | — | — | 37,380.42 | |
| — | 2.00 | — | — | ||
| 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 | — | — | — | 1,408.21 | |
| — | 449.00 | — | — | ||
| STEEL WORK // 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. | — | — | — | 38,854.89 | |
| — | 449.00 | — | — | ||
| STEEL WORK // 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. | — | — | — | 46,746.96 | |
| — | 1.00 | — | — | ||
| 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). // Kiln seasoned and chemically treated hollock wood | — | — | — | 69,005.72 | |
| — | 26.00 | — | — | ||
| WOOD AND P.V.C. WORK // Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) // Kiln seasoned and chemically treated hollock wood // 35 mm thick shutters | — | — | — | 60,738.95 | |
| — | 15.00 | — | — | ||
| WOOD AND P.V.C. WORK // Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) // Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : // Kiln seasoned and chemically treated hollock wood | — | — | — | 28,455.21 | |
| — | 150.00 | — | — | ||
| FINISHING // Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : // Two or more coats on new work | — | — | — | 18,337.28 | |
| — | 12.00 | — | — | ||
| ALUMINIUM WORK // 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : // 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) | — | — | — | 14,793.14 | |
| — | 150.00 | — | — | ||
| 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 steel windows by welding | — | — | — | 25,249.5 | |
| — | 6.00 | — | — | ||
| WOOD AND P.V.C. WORK // MISCELLANEOUS-WOOD WORK // Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | — | — | — | 1,084.47 | |
| — | 22.00 | — | — | ||
| 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 | — | — | — | 798.96 | |
| — | 9.00 | — | — | ||
| WOOD AND P.V.C. WORK // COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) // Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (copper oxized as per IS: 1378) // 250x10 mm | — | — | — | 624.82 | |
| — | 6.00 | — | — | ||
| WOOD AND P.V.C. WORK // COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) // Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (copper oxized as per IS: 1378) // 100x10 mm | — | — | — | 218.18 | |
| — | 6.00 | — | — | ||
| WOOD AND P.V.C. WORK // COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) // Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : (copper oxized as per IS: 1378) // 300x20x6 mm | — | — | — | 459.79 | |
| — | 9.00 | — | — | ||
| WOOD AND P.V.C. WORK // COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) // Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (copper oxized as per IS: 1378) // 125 mm | — | — | — | 294.62 | |
| — | 6.00 | — | — | ||
| WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | — | — | — | 4,778.15 | |
| — | 9.00 | — | — | ||
| 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 | — | — | — | 873.83 | |
| — | 9.00 | — | — | ||
| 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 : // 125 mm | — | — | — | 502.62 | |
| — | 9.00 | — | — | ||
| 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 : // 75 mm | — | — | — | 387.53 | |
| — | 15.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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. | — | — | — | 5,695.09 | |
| — | 3.00 | — | — | ||
| 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, paneling 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 | — | — | — | 6,849.73 | |
| — | 45.00 | — | — | ||
| ALUMINIUM WORK // 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling 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) | — | — | — | 18,160.81 | |
| — | 75.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | — | — | — | 29,553.08 | |
| — | 8.00 | — | — | ||
| ALUMINIUM WORK // 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : // Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. // Pre- laminated particle board with decorative lamination on one side and balancing lamination on other side | — | — | — | 7,180.34 | |
| — | 45.00 | — | — | ||
| FLOORING // 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 | — | — | — | 22,808.25 | |
| — | 15.00 | — | — | ||
| FLOORING // 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 | — | — | — | 7,961.96 | |
| — | 22.00 | — | — | ||
| FLOORING // KOTA STONE FLOORING // Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | — | — | — | 41,708.73 | |
| — | 59.00 | — | — | ||
| CARRIAGE OF MATERIALS // By Mechanical Transport including loading,unloading and stacking // Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in- charge. | — | — | — | 22,568.03 | |
| — | 24.00 | — | — | ||
| EARTH WORK // 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 lift upto 1.5 m, as directed by Engineer-in-charge. // Ordinary rock | — | — | — | 9,217.04 | |
| — | 61.00 | — | — | ||
| FINISHING // CEMENT PLASTER (IN FINE SAND) // 20 mm cement plaster of mix : // 1:4 (1 cement: 4 fine sand) | — | — | — | 22,813.97 | |
| — | 194.00 | — | — | ||
| 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) | — | — | — | 17,608.99 | |
| — | 14.00 | — | — | ||
| 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 // 80 mm dia nominal bore | — | — | — | 11,966.68 | |
| — | 1.00 | — | — | ||
| 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 : // 50 to 80 mm nominal bore | — | — | — | 1,407.74 | |
| — | 2.00 | — | — | ||
| WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 100 mm diameter // Class I | — | — | — | 7,622.09 | |
| — | 10.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Spiral staircases (including landing) | — | — | — | 6,071.04 | |
| — | 39.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Arches, domes, vaults up to 6 m span | — | — | — | 66,238.09 | |
| — | 14.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Extra for arches, domes, vaults exceeding 6 m span | — | — | — | 7,489.76 | |
| — | 39.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards | — | — | — | 39,911.51 | |
| — | 509.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de- shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). // Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | — | — | — | 1,51,123.37 | |
| — | 145.00 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : // 100 mm dia Ductile Iron Class K-9 pipes | — | — | — | 1,45,820.05 | |
| — | 2.00 | — | — | ||
| WATER SUPPLY // C.I./DUCTILE IRON PIPES & SPECIALS // Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : // Up to 300 mm dia | — | — | — | 15,236.66 | |
| — | 29.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Edges of slabs and breaks in floors and walls // Under 20 cm wide | — | — | — | 4,905.84 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // 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 Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | — | — | — | 1,779.79 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing 600x450 mm beveled 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. | — | — | — | 1,312.37 | |
| — | 3.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing soil, waste and vent pipes : // 100 mm dia // Sand cast iron S&S pipe as per IS: 1729 | — | — | — | 2,840.36 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. // 100 mm dia // Sand cast iron S&S as per IS - 1729 | — | — | — | 493.55 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // 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. // 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | — | — | — | 533.45 | |
| — | 3.00 | — | — | ||
| WATER SUPPLY // C.I./DUCTILE IRON PIPES & SPECIALS // Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : // 200 mm dia pipe | — | — | — | 8,603.38 | |
| — | 1.00 | — | — | ||
| WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 200 mm diameter // Class I | — | — | — | 10,796.83 | |
| — | 1.00 | — | — | ||
| WATER SUPPLY // Providing and fixing gun metal non- return valve of approved quality (screwed end) : // 50 mm nominal bore // Horizontal | — | — | — | 1,091.49 | |
| — | 1.00 | — | — | ||
| WATER SUPPLY // Providing and fixing gun metal non- return valve of approved quality (screwed end) : // 50 mm nominal bore // Vertical | — | — | — | 1,228.34 | |
| — | 90.00 | — | — | ||
| 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, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.-Internal work - Exposed on wall // 15 mm nominal dia Pipes | — | — | — | 21,418.83 | |
| — | 59.00 | — | — | ||
| 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, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.-Internal work - Exposed on wall // 20 mm nominal dia Pipes | — | — | — | 17,838.24 | |
| — | 59.00 | — | — | ||
| 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, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.-Internal work - Exposed on wall // 25 mm nominal dia Pipes | — | — | — | 22,417.14 | |
| — | 30.00 | — | — | ||
| 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, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.-Internal work - Exposed on wall // 50 mm nominal dia Pipes | — | — | — | 25,863.3 | |
| — | 30.00 | — | — | ||
| 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 This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work // 15 mm nominal dia Pipes | — | — | — | 6,175.66 | |
| — | 29.00 | — | — | ||
| 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 This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work // 20 mm nominal dia Pipes | — | — | — | 7,423.49 | |
| — | 30.00 | — | — | ||
| 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 This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work // 25 mm nominal dia Pipes | — | — | — | 10,341.14 | |
| — | 30.00 | — | — | ||
| 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 This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work // 50 mm nominal dia Pipes | — | — | — | 22,650.62 | |
| — | 30.00 | — | — | ||
| 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 This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work // 80 mm nominal dia Pipes | — | — | — | 55,532.16 | |
| — | 1.00 | — | — | ||
| 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 | — | — | — | 403.81 | |
| — | 1.00 | — | — | ||
| 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 | — | — | — | 553.12 | |
| — | 472.00 | — | — | ||
| PILE WORK // Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : // 500 mm dia piles | — | — | — | 15,25,561.58 | |
| — | 90.00 | — | — | ||
| ROAD WORK // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). // 25 mm thick | — | — | — | 60,845.71 | |
| — | 90.00 | — | — | ||
| ROAD WORK // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). // With paving Asphalt grade VG - 30 with no solvent | — | — | — | 21,326.76 | |
| — | 90.00 | — | — | ||
| ROAD WORK // SURFACE DRESSING // Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 kg/sqm of surface area with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity , etc. complete : // Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887) | — | — | — | 14,212.26 | |
| — | 90.00 | — | — | ||
| — | — | — | 970.92 | ||
| — | 90.00 | — | — | ||
| — | — | — | 6,683.44 | ||
| — | 90.00 | — | — | ||
| — | — | — | 34,668.54 | ||
| — | 30.00 | — | — | ||
| 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 metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm 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 item.s 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 Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | — | — | — | 1,24,830.18 |
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