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Tender Value
₹2.7 Cr
EMD Value
₹2.8 L
Closing Date
27 Mar 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: "Execution of 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.
(i) Improvement & renovation of damaged door, window, ceiling, wall, floor, all wash room pipe line in cambridge terrace, church road under AEN/2/HWH. (ii) Provision of painting work of Steel Structures at HWH Station Old & New Complex in the section of AEN/2/HWH under Sr.DEN/HQ/HWH.
295_2025-26
295_2025-26
Open
Works - General
12 Months
Howrah, West Bengal
₹0
₹2.8 L
27 Mar 2026
2 Mar 2026
13 Mar 2026
318 items across 2 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 1,87,93,367.97 | ||
| — | 240.00 | — | — | ||
| 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. | — | — | — | 1,06,725.6 | |
| — | 125.00 | — | — | ||
| 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 | — | — | — | 19,968.75 | |
| — | 65.00 | — | — | ||
| 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. | — | — | — | 11,466 | |
| — | 25.00 | — | — | ||
| 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 | — | — | — | 2,853 | |
| — | 63.00 | — | — | ||
| EARTH WORK // General // Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | — | — | — | 1,20,416.63 | |
| — | 3550.00 | — | — | ||
| 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 | — | — | — | 1,09,109.25 | |
| — | 2550.00 | — | — | ||
| 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. | — | — | — | 40,392 | |
| — | 55.00 | — | — | ||
| 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) | — | — | — | 4,12,872.08 | |
| — | 35.00 | — | — | ||
| 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) | — | — | — | 2,48,172.75 | |
| — | 25.00 | — | — | ||
| 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) | — | — | — | 9,244.13 | |
| — | 25.00 | — | — | ||
| 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 | — | — | — | 8,823.38 | |
| — | 300.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform | — | — | — | 2,50,357.5 | |
| — | 25.00 | — | — | ||
| 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 | — | — | — | 16,569 | |
| — | 35.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts | — | — | — | 30,280.95 | |
| — | 75.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Stairs, (excluding landings) except spiral-staircases | — | — | — | 51,634.13 | |
| — | 25.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Arches, domes, vaults up to 6 m span | — | — | — | 48,472.88 | |
| — | 15.00 | — | — | ||
| REINFORCEMENT 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 | — | — | — | 8,210.02 | |
| — | 75.00 | — | — | ||
| REINFORCEMENT CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Weather shade, Chajjas, corbels etc., including edges | — | — | — | 64,199.25 | |
| — | 75.00 | — | — | ||
| REINFORCEMENT 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) | — | — | — | 25,940.25 | |
| — | 5888.00 | — | — | ||
| 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. | — | — | — | 5,71,518.72 | |
| — | 3533.00 | — | — | ||
| 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. | — | — | — | 3,42,930.65 | |
| — | 75.00 | — | — | ||
| 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 | — | — | — | 6,41,570.63 | |
| — | 45.00 | — | — | ||
| 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 | — | — | — | 3,99,346.2 | |
| — | 50.00 | — | — | ||
| 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) | — | — | — | 3,20,951.25 | |
| — | 125.00 | — | — | ||
| 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) | — | — | — | 1,26,427.5 | |
| — | 65.00 | — | — | ||
| MASONRY WORK // General // 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) | — | — | — | 5,32,698.07 | |
| — | 175.00 | — | — | ||
| 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. | — | — | — | 1,99,702.13 | |
| — | 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 | — | — | — | 75,040.24 | |
| — | 14.00 | — | — | ||
| 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 | — | — | — | 834.75 | |
| — | 24.00 | — | — | ||
| 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 | — | — | — | 1,286.28 | |
| — | 35.00 | — | — | ||
| SET | ONE | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer- in-charge. | — | — | — | 13,047.3 | |
| — | 175.00 | — | — | ||
| 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. | — | — | — | 77,600.25 | |
| — | 160.00 | — | — | ||
| 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 | — | — | — | 4,58,344.8 | |
| — | 57.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | — | — | — | 1,33,028.59 | |
| — | 125.00 | — | — | ||
| 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) | — | — | — | 59,990.63 | |
| — | 125.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | — | — | — | 64,231.88 | |
| — | 125.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing to existing door frames. // 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | — | — | — | 4,18,584.38 | |
| — | 75.00 | — | — | ||
| 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. // 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | — | — | — | 2,13,836.63 | |
| — | 6500.00 | — | — | ||
| 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 | — | — | — | 12,81,735 | |
| — | 75.00 | — | — | ||
| WOOD AND P.V.C. WORK // FRAMES AND TRUSSES // 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. // Kiln seasoned and chemically treated hollock wood // 30 mm thick shutters | — | — | — | 1,80,687.38 | |
| — | 39.00 | — | — | ||
| 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 20 mm nominal size). | — | — | — | 8,032.64 | |
| — | 37.00 | — | — | ||
| 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 | — | — | — | 1,498.5 | |
| — | 22.00 | — | — | ||
| 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 oxidised as per IS 1378) // 250x10 mm | — | — | — | 1,661.22 | |
| — | 22.00 | — | — | ||
| 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 oxidised as per IS 1378) // 100x10 mm | — | — | — | 877.14 | |
| — | 45.00 | — | — | ||
| 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 oxidised as per IS 1378) // 300x20x6 mm | — | — | — | 3,983.18 | |
| — | 14.00 | — | — | ||
| 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 oxidised as per IS 1378) // 125 mm | — | — | — | 503.37 | |
| — | 44.00 | — | — | ||
| WOOD AND P.V.C. WORK // STAINLESS STEEL FITTINGS // Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : // 100X58X1.90 mm | — | — | — | 4,241.16 | |
| — | 22.00 | — | — | ||
| WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : // 250x10 mm | — | — | — | 8,743.68 | |
| — | 50.00 | — | — | ||
| WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | — | — | — | 5,474.25 | |
| — | 25.00 | — | — | ||
| 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 | — | — | — | 2,590.88 | |
| — | 4500.00 | — | — | ||
| 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. | — | — | — | 5,41,485 | |
| — | 1500.00 | — | — | ||
| STEEL WORK // General // Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. // Hot finished welded type tubes | — | — | — | 2,62,440 | |
| — | 50.00 | — | — | ||
| 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. | — | — | — | 1,05,961.5 | |
| — | 175.00 | — | — | ||
| 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 | — | — | — | 2,44,668.38 | |
| — | 175.00 | — | — | ||
| 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 | — | — | — | 2,71,593 | |
| — | 120.00 | — | — | ||
| 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 | — | — | — | 71,501.4 | |
| — | 275.00 | — | — | ||
| 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 | — | — | — | 93,406.5 | |
| — | 25.00 | — | — | ||
| 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. // Single tee without door // 110x110x110 mm | — | — | — | 4,980.38 | |
| — | 50.00 | — | — | ||
| 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 | — | — | — | 6,765.75 | |
| — | 30.00 | — | — | ||
| 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. // Coupler // 110 mm | — | — | — | 3,676.05 | |
| — | 26.00 | — | — | ||
| 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. // Single tee with door // 110x110x110 mm | — | — | — | 5,479.11 | |
| — | 54.00 | — | — | ||
| ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | — | — | — | 2,658.42 | |
| — | 150.00 | — | — | ||
| 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. | — | — | — | 99,717.75 | |
| — | 750.00 | — | — | ||
| FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:4 (1 cement: 4 fine sand) | — | — | — | 2,34,258.75 | |
| — | 750.00 | — | — | ||
| FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 fine sand) | — | — | — | 2,25,011.25 | |
| — | 250.00 | — | — | ||
| FINISHING // CEMENT PLASTER (IN FINE SAND) // 20 mm cement plaster of mix : // 1:4 (1 cement: 4 fine sand) | — | — | — | 1,06,053.75 | |
| — | 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 : // 1:4 (1 cement: 4 fine sand) | — | — | — | 30,639.6 | |
| — | 1500.00 | — | — | ||
| 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. | — | — | — | 3,54,645 | |
| — | 1500.00 | — | — | ||
| 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 | — | — | — | 2,50,627.5 | |
| — | 6500.00 | — | — | ||
| 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) | — | — | — | 6,83,865 | |
| — | 3500.00 | — | — | ||
| 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 | — | — | — | 6,10,155 | |
| letter per cm height | per | — | — | ||
| — | 1458.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Lettering with black Japan paint of approved brand and manufacture | — | — | — | 8,070.03 | |
| — | 1500.00 | — | — | ||
| 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 | — | — | — | 2,10,465 | |
| — | 25.00 | — | — | ||
| REPAIRS TO BUILDING // General // Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. | — | — | — | 4,884.75 | |
| — | 250.00 | — | — | ||
| Litre | Kilo | — | — | ||
| REPAIRS TO BUILDING // EARTH WORK // Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | — | — | — | 51,986.25 | |
| — | 750.00 | — | — | ||
| REPAIRS TO BUILDING // General // Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | — | — | — | 48,903.75 | |
| — | 10.00 | — | — | ||
| REPAIRS TO BUILDING // ROUTINE MAINTENANCE WORK // Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | — | — | — | 3,903.75 | |
| — | 750.00 | — | — | ||
| REPAIRS TO BUILDING // ROUTINE MAINTENANCE WORK // Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | — | — | — | 2,328.75 | |
| — | 1150.00 | — | — | ||
| REPAIRS TO BUILDING // ROUTINE MAINTENANCE WORK // Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. | — | — | — | 4,44,118.5 | |
| — | 750.00 | — | — | ||
| REPAIRS TO BUILDING // ROUTINE MAINTENANCE WORK // Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25 degreeC, 0.87 - 0.89 kg/litre and viscosity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23 degreeC as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150 degreeC. Cold flexibility shall be upto -2 degreeC when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : // 3 mm thick | — | — | — | 3,62,778.75 | |
| — | 35.00 | — | — | ||
| 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) | — | — | — | 76,678.88 | |
| — | 90.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : // Of area 3 sq. metres and below | — | — | — | 11,623.5 | |
| — | 750.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | — | — | — | 3,813.75 | |
| — | 450.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // General // Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. // For thickness of tiles 10 mm to 25 mm | — | — | — | 29,727 | |
| — | 35.00 | — | — | ||
| ROAD WORK // CONCRETE PAVEMENTS // Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). // Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | — | — | — | 3,49,601.17 | |
| — | 125.00 | — | — | ||
| ROAD WORK // PAINTING AREA/RUNWAY MARKING // Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, including cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. // New work (Two or more coats) | — | — | — | 21,172.5 | |
| — | 12.00 | — | — | ||
| ROAD WORK // MISCELLANEOUS // Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. | — | — | — | 32,944.32 | |
| — | 220.00 | — | — | ||
| ROAD WORK // MISCELLANEOUS // Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | — | — | — | 1,92,456 | |
| — | 73.00 | — | — | ||
| ROAD WORK // MISCELLANEOUS // Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | — | — | — | 6,64,726.32 | |
| — | 340.00 | — | — | ||
| ROAD WORK // MISCELLANEOUS // Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | — | — | — | 10,52,487 | |
| — | 25.00 | — | — | ||
| 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 | — | — | — | 1,46,599.88 | |
| — | 70.00 | — | — | ||
| 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 with drain board // 510x1040 mm bowl depth 250 mm | — | — | — | 4,37,572.8 | |
| — | 60.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing soil, waste and vent pipes : // 100 mm dia // Sand cast iron S&S pipe as per IS: 1729 | — | — | — | 62,202.6 | |
| — | 10.00 | — | — | ||
| SANITARY INSTALLATIONS // General // 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 | — | — | — | 5,386.5 | |
| — | 5.00 | — | — | ||
| SANITARY INSTALLATIONS // General // 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 | — | — | — | 28,164.38 | |
| — | 55.00 | — | — | ||
| 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 | — | — | — | 1,10,204.32 | |
| — | 10.00 | — | — | ||
| 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 Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | — | — | — | 20,037.15 | |
| — | 55.00 | — | — | ||
| SANITARY INSTALLATIONS // General // Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : // Oval shape 450x350 mm (outer dimensions) | — | — | — | 68,166.45 | |
| — | 55.00 | — | — | ||
| 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. // 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 | — | — | — | 33,333.3 | |
| — | 60.00 | — | — | ||
| 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 | — | — | — | 56,610.9 | |
| — | 35.00 | — | — | ||
| 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 | — | — | — | 32,813.55 | |
| — | 5.00 | — | — | ||
| 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 | — | — | — | 4,103.55 | |
| — | 13.00 | — | — | ||
| 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 | — | — | — | 20,888.6 | |
| — | 44.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 20 mm nominal bore | — | — | — | 21,382.02 | |
| — | 30.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 40 mm nominal bore | — | — | — | 22,304.7 | |
| — | 52.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 50 mm nominal bore | — | — | — | 48,047.22 | |
| — | 3.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal non- return valve of approved quality (screwed end) : // 50 mm nominal bore // Horizontal | — | — | — | 3,702.24 | |
| — | 3.00 | — | — | ||
| WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal non- return valve of approved quality (screwed end) : // 50 mm nominal bore // Vertical | — | — | — | 3,901.91 | |
| — | 3.00 | — | — | ||
| 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 | — | — | — | 24,065.51 | |
| — | 44.00 | — | — | ||
| 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 | — | — | — | 1,34,911.26 | |
| — | 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 | — | — | — | 8,624.16 | |
| — | 3.00 | — | — | ||
| 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) : // 150 mm diameter // Class II | — | — | — | 19,743.48 | |
| — | 11500.00 | — | — | ||
| 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. | — | — | — | 1,13,850 | |
| — | 27.00 | — | — | ||
| 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 | — | — | — | 12,315.24 | |
| — | 32.00 | — | — | ||
| WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. // 15 mm nominal bore | — | — | — | 23,009.76 | |
| — | 30.00 | — | — | ||
| 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 | — | — | — | 18,102.15 | |
| — | 150.00 | — | — | ||
| WATER SUPPLY // PTMT FITTINGS // Providing and fixing PTMT bib cock of approved quality and colour. // 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | — | — | — | 16,956 | |
| — | 150.00 | — | — | ||
| 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 | — | — | — | 15,997.5 | |
| — | 55.00 | — | — | ||
| 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 | — | — | — | 10,318.27 | |
| — | 25.00 | — | — | ||
| 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 | — | — | — | 1,166.63 | |
| — | 55.00 | — | — | ||
| 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 | — | — | — | 7,766.55 | |
| — | 110.00 | — | — | ||
| 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. | — | — | — | 11,033.55 | |
| — | 175.00 | — | — | ||
| 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 and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. // 15 mm nominal dia Pipes | — | — | — | 78,403.5 | |
| — | 175.00 | — | — | ||
| 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 and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. // 20 mm nominal dia Pipes | — | — | — | 84,672 | |
| — | 175.00 | — | — | ||
| 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 and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. // 25 mm nominal dia Pipes | — | — | — | 98,791.88 | |
| — | 60.00 | — | — | ||
| WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and 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 | — | — | — | 50,444.1 | |
| — | 60.00 | — | — | ||
| 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 | — | — | — | 72,608.4 | |
| — | 55.00 | — | — | ||
| 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 | — | — | — | 4,769.32 | |
| — | 55.00 | — | — | ||
| 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 | — | — | — | 6,034.05 | |
| — | 150.00 | — | — | ||
| 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 | — | — | — | 1,07,223.75 | |
| — | 110.00 | — | — | ||
| 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 | — | — | — | 2,14,468.65 | |
| — | 60.00 | — | — | ||
| DRAINAGE // STONE WARE PIPES AND FITTINGS // Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete // 450 mm dia RCC pipes. | — | — | — | 1,44,533.7 | |
| — | 225.00 | — | — | ||
| 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) | — | — | — | 1,00,247.63 | |
| — | 225.00 | — | — | ||
| 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) | — | — | — | 1,21,216.5 | |
| — | 52.00 | — | — | ||
| ALUMINIUM WORK // General // 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 aluminium 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 | — | — | — | 53,319.24 | |
| — | 250.00 | — | — | ||
| 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 4.0 mm thickness (weight not less than 10kg/sqm) | — | — | — | 2,64,780 | |
| — | 150.00 | — | — | ||
| ALUMINIUM WORK // General // Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. // Upto 5mm depth and 5 mm width | — | — | — | 13,061.25 | |
| — | 290.00 | — | — | ||
| WATER PROOFING // General // Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). | — | — | — | 2,00,865.6 | |
| — | 75.00 | — | — | ||
| — | — | — | 19,251 | ||
| — | 50.00 | — | — | ||
| — | — | — | 371.25 | ||
| — | 200.00 | — | — | ||
| — | — | — | 68,832 | ||
| — | 65.00 | — | — | ||
| NEW TECHNOLOGIES AND MATERIALS // PREFAB/PRECAST TECHNOLOGY // Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100 grams / sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) | — | — | — | 1,711.13 | |
| — | — | — | 80,96,111.1 | ||
| — | 50000.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Painting with aluminium paint of approved brand and manufacture to give an even shade: // One or more coats on old work | — | — | — | 43,20,000 | |
| — | 50000.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Applying priming coat: // With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | — | — | — | 30,33,000 | |
| — | 500.00 | — | — | ||
| 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 | — | — | — | 1,69,830 |
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