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Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
30 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
SRDEN EST
17 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB(Placed at Page No.35 of tender form and document attached), along with copies of Audited Balance Sheets and Profit and Loss statement duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
For details refer attached documents.
(a)The tenderer must have successfully completed or substantially completed (For more details refer attached documents), any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:(i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work 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: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. (For more details refer attached documents).
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, 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.
For more details refer attached documents.
Similar nature of work - Any type of civil work viz. building and structures work, pipe lines, underground & overhead tanks, foundation treatment works in any Railway embankment / cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
16 conditions · 4 needing a document upload
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents.
The Bank Guarantee bond shall be as per Annexure- VIA (Placed at Page No. 35-36 of tender form), and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii).The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. .(i.e. excluding the last date of submission of bids) (iii).Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv).The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v).The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii).The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
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.
Tenderer should mandatory submit documentary proof as per the attached checklist document.
Tenderers are a biding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Document attached - Tender form, Annexure VA, Annexure VIB, Check list, GCC April 2022, GCC ACS 1 to 10, GCC ACS 11, Safety Rules, Special Condition Above 1 Crore, Special Condition Civil, Scope of Work, Rly Board letter Subsection.
A) DR - Miscellaneous annual maintenance work of quarters in lieu of zonal work under SSE(W)Dadar, B) DR - Miscellaneous annual maintenance work at station areas, platforms and service building in lieu of zone under SSE(W)DR
CR-DRMWBB-2026-31-02
CR-DRMWBB-2026-31-02
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹6.0 L
30 Jun 2026
8 Jun 2026
16 Jun 2026
430 items across 2 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading, unloading and stacking | — | — | — | — | |
| 1 | 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. | cum | 300 | 494.1 | 1,48,230 |
| 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. | — | — | — | — | |
| 2 | All kinds of soil | cum | 50 | 177.5 | 8,875 |
| 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 : | — | — | — | — | |
| 3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 5 | 7,878.5 | 39,392.5 |
| CEMENT CONCRETE PRECAST | — | — | — | — | |
| Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : | — | — | — | — | |
| 4 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 15 | 17,889.25 | 2,68,338.75 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| CAST IN SITU | — | — | — | — | |
| Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | — | — | — | — | |
| 5 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 4 | 9,045.75 | 36,183 |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 8 | 11,505.5 | 92,044 |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 40 | 392.15 | 15,686 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 40 | 927.25 | 37,090 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 40 | 736.4 | 29,456 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 40 | 961.3 | 38,452 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 200 | 107.85 | 21,570 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 600 | 107.85 | 64,710 |
| 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: | — | — | — | — | |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 5 | 7,370.65 | 36,853.25 |
| EXPOSED BRICK WALL | — | — | — | — | |
| 14 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 10 | 8,333.65 | 83,336.5 |
| CLADDING WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels | — | — | — | — | |
| Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble | — | — | — | — | |
| 15 | Area of slab upto 0.50 sqm | Sqm | 80 | 3,414.8 | 2,73,184 |
| 16 | Area of slab over 0.50 sqm | Sqm | 60 | 3,078.4 | 1,84,704 |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 17 | Area of slab upto 0.50 sqm | Sqm | 80 | 5,413.5 | 4,33,080 |
| 18 | Area of slab over 0.50 sqm | Sqm | 60 | 5,136.3 | 3,08,178 |
| STONE WORK DRY CLADDING | — | — | — | — | |
| 19 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 300 | 1,267.95 | 3,80,385 |
| 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). | — | — | — | — | |
| 20 | Second class teak wood | cum | .75 | 1,42,949.7 | 1,07,212.28 |
| Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). | — | — | — | — | |
| 21 | 18 mm thick | Sqm | 90 | 1,245.75 | 1,12,117.5 |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: | — | — | — | — | |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 2,392.65 | 1,19,632.5 |
| 23 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 50 | 462.35 | 23,117.5 |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : | — | — | — | — | |
| 24 | 20 mm dia | Metre | 200 | 393.25 | 78,650 |
| Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : | — | — | — | — | |
| 25 | 25 mm dia (heavy type) | Metre | 120 | 186.4 | 22,368 |
| 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. | — | — | — | — | |
| 26 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 400 | 238.35 | 95,340 |
| COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) | — | — | — | — | |
| Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 27 | 300x16 mm | Each | 40 | 216.55 | 8,662 |
| 28 | 250x16 mm | Each | 40 | 193.7 | 7,748 |
| STAINLESS STEEL FITTINGS | — | — | — | — | |
| Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : | — | — | — | — | |
| 29 | 125x64x1.90 mm | Each | 180 | 118.2 | 21,276 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : | — | — | — | — | |
| 30 | 250x10 mm | Each | 60 | 441.6 | 26,496 |
| 31 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 30 | 1,183.3 | 35,499 |
| Providing and fixing bright finished brass handles with screws etc. complete: | — | — | — | — | |
| 32 | 125 mm | Each | 60 | 256.65 | 15,399 |
| 33 | 100 mm | Each | 40 | 234.7 | 9,388 |
| 34 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 60 | 121.65 | 7,299 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. | — | — | — | — | |
| 35 | 1.0 mm thick | Sqm | 100 | 897.3 | 89,730 |
| Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. | — | — | — | — | |
| 36 | 125 mm | Each | 120 | 119.2 | 14,304 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 37 | 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. | Kg | 800 | 133.7 | 1,06,960 |
| Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part1 and M.S. top cover of required thickness for rolling shutters. | — | — | — | — | |
| 38 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover | Sqm | 10 | 3,191.35 | 31,913.5 |
| 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. | — | — | — | — | |
| 39 | Hot finished welded type tubes | Kg | 200 | 194.4 | 38,880 |
| 40 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 100 | 772.4 | 77,240 |
| FLOORING | — | — | — | — | |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 41 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | Sqm | 200 | 1,330 | 2,66,000 |
| 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. | — | — | — | — | |
| 42 | Size of Tile 600x600 mm | Sqm | 600 | 1,553.45 | 9,32,070 |
| 43 | Size of Tile 800x800 mm | Sqm | 500 | 1,885.5 | 9,42,750 |
| 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. | — | — | — | — | |
| 44 | 110 mm diameter | Metre | 500 | 377.4 | 1,88,700 |
| 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 | — | — | — | — | |
| 45 | 110 mm | Each | 40 | 136.15 | 5,446 |
| Single tee with door | — | — | — | — | |
| 46 | 110x110x110 mm | Each | 20 | 234.15 | 4,683 |
| Bend 87.5 degree | — | — | — | — | |
| 47 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| Shoe (Plain) | — | — | — | — | |
| 48 | 110 mm Shoe | Each | 30 | 131.85 | 3,955.5 |
| Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. | — | — | — | — | |
| 49 | 110 mm | Each | 150 | 371.3 | 55,695 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 50 | 1:4 (1 cement: 4 fine sand) | Sqm | 800 | 347.05 | 2,77,640 |
| CEMENT PLASTER IN TWO COATS | — | — | — | — | |
| 51 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 1200 | 518.55 | 6,22,260 |
| 6 mm CEMENT PLASTER | — | — | — | — | |
| 52 | Neat cement punning. | Sqm | 250 | 79.95 | 19,987.5 |
| EXTERIOR FINISHING | — | — | — | — | |
| Painting with aluminium paint of approved brand and manufacture to give an even shade . | — | — | — | — | |
| 53 | Two or more coats on new work | Sqm | 400 | 146.8 | 58,720 |
| 54 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 20000 | 156.05 | 31,21,000 |
| Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. | — | — | — | — | |
| 55 | Old work (one or more coats) | Sqm | 15000 | 62.7 | 9,40,500 |
| Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. | — | — | — | — | |
| 56 | Two coats | Sqm | 5000 | 142.8 | 7,14,000 |
| 57 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 20000 | 25.15 | 5,03,000 |
| Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : | — | — | — | — | |
| 58 | One or more coats on old work | Sqm | 3000 | 102.8 | 3,08,400 |
| French spirit polishing : | — | — | — | — | |
| 59 | One or more coats on old work | Sqm | 100 | 224.8 | 22,480 |
| REPAIRS TO BUILDING | — | — | — | — | |
| General | — | — | — | — | |
| 60 | 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. | Each | 10 | 217.1 | 2,171 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| 61 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 5 | 3,551.25 | 17,756.25 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 62 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 63 | 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. | Kg | 45.75 | 5.65 | 258.49 |
| 64 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. | kg per metre height | 20 | 0.85 | 17 |
| Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | — | — | — | — | |
| 65 | For thickness of tiles 10 mm to 25 mm | Sqm | 2000 | 73.4 | 1,46,800 |
| Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : | — | — | — | — | |
| 66 | 15 mm to 40 mm nominal bore | Metre | 60 | 149.8 | 8,988 |
| 67 | Above 40 mm nominal bore | Metre | 60 | 161.4 | 9,684 |
| 68 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 80 | 54.65 | 4,372 |
| ROAD WORK | — | — | — | — | |
| MISCELLANEOUS | — | — | — | — | |
| Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. | — | — | — | — | |
| 69 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 250 | 1,045.65 | 2,61,412.5 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: | — | — | — | — | |
| 70 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 15 | 6,767.4 | 1,01,511 |
| 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 | — | — | — | — | |
| 71 | 610x460 mm bowl depth 200 mm | Each | 20 | 3,873.8 | 77,476 |
| Providing and fixing white vitreous china water closet squatting pan (Indian type) : | — | — | — | — | |
| 72 | Orissa pattern W.C. pan of size 580x440 mm | Each | 20 | 3,169.05 | 63,381 |
| 73 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 40 | 2,784.95 | 1,11,398 |
| 74 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 40 | 349.15 | 13,966 |
| Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. | — | — | — | — | |
| 75 | 10 litre capacity - White | Each | 40 | 1,190.65 | 47,626 |
| Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : | — | — | — | — | |
| 76 | White solid plastic seat with lid | Each | 40 | 684.85 | 27,394 |
| 77 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 35 | 1,034.8 | 36,218 |
| 78 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 20 | 6,940.75 | 1,38,815 |
| Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : | — | — | — | — | |
| 79 | Flat back wash basin of size 550x400 mm | Each | 20 | 992.6 | 19,852 |
| Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. | — | — | — | — | |
| Semi rigid pipe | — | — | — | — | |
| 80 | 32 mm dia | Each | 40 | 103.9 | 4,156 |
| 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 : | — | — | — | — | |
| 81 | Rectangular shape 453x357 mm | Each | 45 | 1,361.8 | 61,281 |
| 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. | — | — | — | — | |
| 82 | 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 | Each | 40 | 673.4 | 26,936 |
| 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 ) | — | — | — | — | |
| 83 | 20 mm nominal dia Pipes | Metre | 300 | 335 | 1,00,500 |
| 84 | 40 mm nominal dia Pipes | Metre | 80 | 702.95 | 56,236 |
| 85 | 50 mm nominal dia Pipes | Metre | 80 | 934.15 | 74,732 |
| 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. | — | — | — | — | |
| 86 | 20 mm nominal dia Pipes | Metre | 200 | 537.6 | 1,07,520 |
| 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 | — | — | — | — | |
| 87 | 20 mm nominal dia Pipes | Metre | 50 | 274.3 | 13,715 |
| 88 | 40 mm nominal dia Pipes | Metre | 50 | 563.05 | 28,152.5 |
| 89 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 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 ) | — | — | — | — | |
| 90 | 25 mm dia nominal bore | Metre | 100 | 551.7 | 55,170 |
| 91 | 40 mm dia nominal bore | Metre | 50 | 811.9 | 40,595 |
| 92 | 50 mm dia nominal bore | Metre | 50 | 1,048.35 | 52,417.5 |
| 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 : | — | — | — | — | |
| 93 | 25 to 40 mm nominal bore | Each | 20 | 911.9 | 18,238 |
| 94 | 50 to 80 mm nominal bore | Each | 20 | 1,785.35 | 35,707 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing brass bib cock approved quality : | — | — | — | — | |
| 95 | 15 mm nominal bore | Each | 40 | 353.25 | 14,130 |
| Providing and fixing brass stop cock approved quality : | — | — | — | — | |
| 96 | 15 mm nominal bore | Each | 40 | 353.25 | 14,130 |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 97 | 25 mm nominal bore | Each | 25 | 622.4 | 15,560 |
| 98 | 32 mm nominal bore. | Each | 20 | 689.6 | 13,792 |
| 99 | 40 mm nominal bore | Each | 20 | 826.1 | 16,522 |
| 100 | 50 mm nominal bore | Each | 20 | 1,026.65 | 20,533 |
| Providing and fixing gun metal non- return valve of approved quality (screwed end) : | — | — | — | — | |
| 25 mm nominal bore | — | — | — | — | |
| 101 | Horizontal | Each | 10 | 591.4 | 5,914 |
| 102 | Vertical | Each | 15 | 624.1 | 9,361.5 |
| Providing and fixing uplasticised PVC connection pipe with brass unions : | — | — | — | — | |
| 30 cm length | — | — | — | — | |
| 103 | 15 mm nominal bore | Each | 50 | 85 | 4,250 |
| 45 cm length | — | — | — | — | |
| 104 | 15 mm nominal bore | Each | 50 | 97.75 | 4,887.5 |
| Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet | — | — | — | — | |
| 105 | 150 mm diameter | Each | 50 | 222.35 | 11,117.5 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : | — | — | — | — | |
| 106 | 20 mm nominal bore | Each | 40 | 346.8 | 13,872 |
| 107 | 25 mm nominal bore | Each | 40 | 439.25 | 17,570 |
| 108 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 20000 | 11 | 2,20,000 |
| 109 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in- charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support including fittings & fixtures for tank shall be paid separately. | Per Litre | 5000 | 11 | 55,000 |
| C.P. BRASS FITTINGS | — | — | — | — | |
| Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : | — | — | — | — | |
| 110 | 15 mm nominal bore | Each | 30 | 506.8 | 15,204 |
| Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. | — | — | — | — | |
| 111 | 15 mm nominal bore | Each | 40 | 820.7 | 32,828 |
| Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. | — | — | — | — | |
| 112 | 15 mm nominal bore | Each | 20 | 798.95 | 15,979 |
| Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | — | — | — | — | |
| 113 | 15 mm nominal bore | Each | 10 | 670.45 | 6,704.5 |
| Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 | — | — | — | — | |
| 114 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 115 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in- charge. | Each | 10 | 74.8 | 748 |
| PTMT FITTINGS | — | — | — | — | |
| Providing and fixing PTMT bib cock approved quality and colour. | — | — | — | — | |
| 116 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 120 | 161.2 | 19,344 |
| Providing and fixing PTMT stop cock approved quality and colour. | — | — | — | — | |
| 117 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 80 | 118.5 | 9,480 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 118 | 200 mm diameter | Metre | 60 | 970.35 | 58,221 |
| 119 | 250 mm diameter | Metre | 50 | 1,505.6 | 75,280 |
| 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 | — | — | — | — | |
| 120 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 500 | 495.05 | 2,47,525 |
| 121 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 450 | 530.9 | 2,38,905 |
| 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) | — | — | — | — | |
| 122 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 500 | 598.6 | 2,99,300 |
| 123 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 634.45 | 1,26,890 |
| 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. | — | — | — | — | |
| 124 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 100 | 1,139.3 | 1,13,930 |
| 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): | — | — | — | — | |
| 125 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 120 | 1,176.8 | 1,41,216 |
| WATER PROOFING | — | — | — | — | |
| General | — | — | — | — | |
| 126 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 50 | 617.05 | 30,852.5 |
| Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. "All above operations to be done in order and as directed and specified by the Engineer-in- Charge : | — | — | — | — | |
| 127 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 700 | 1,684.6 | 11,79,220 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| REPAIR AND REHABILITATION ITEMS | — | — | — | — | |
| Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge | — | — | — | — | |
| 128 | 50mm average thickness | Sqm | 500 | 256.35 | 1,28,175 |
| 129 | 25 mm average thickness | Sqm | 1000 | 126.75 | 1,26,750 |
| Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In- Charge. | — | — | — | — | |
| 130 | Bars upto 12 mm diameter | Metre | 2200 | 8.25 | 18,150 |
| Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. | — | — | — | — | |
| 131 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 1500 | 141.2 | 2,11,800 |
| Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre- measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). | — | — | — | — | |
| 132 | 12 mm average thickness. | Sqm | 500 | 388.65 | 1,94,325 |
| 133 | 25 mm average thickness in 2 layers. | Sqm | 250 | 587.35 | 1,46,837.5 |
| NEW TECHNOLOGY ITEMS | — | — | — | — | |
| 134 | In-filling / sealing of joint between RCC lintel cum sunshade and wall (on external side) in all floors by pushing in Grout RW/equivalent in paste form and coving 20 mm x 20 mm after applying a coat of Zycosil/equivalent & zycoprime/equivalent solution before cement plastering of top, bottom and sides of RCC sunshade. | Metre | 500 | 49.95 | 24,975 |
| Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in: | — | — | — | — | |
| 135 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 7,387.25 | 1,10,808.75 |
| Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level | — | — | — | — | |
| 136 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 9,844.65 | 2,95,339.5 |
| PREFAB/PRECAST TECHNOLOGY | — | — | — | — | |
| Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). | — | — | — | — | |
| 137 | Frame size 45 x 85 mm | Metre | 50 | 926.35 | 46,317.5 |
| Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. | — | — | — | — | |
| 138 | 30 mm thick | Sqm | 30 | 4,346.7 | 1,30,401 |
| Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. | — | — | — | — | |
| 139 | 25 mm thick | Sqm | 20 | 3,889.15 | 77,783 |
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