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Tender Value
₹4.5 Cr
EMD Value
₹9.1 L
Closing Date
27 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CIVIL MTN
14 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, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)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) (3) 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 of the Standard General Conditions of Contractor 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 fulfilment 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.
Defination of Similar Work :- Any Civil Engineering works involving construction/modification/repair and maintenance of building/structure involving general construction activities viz concreting, masonry etc.
4 conditions
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.
COMPLETION PERIOD The Contractors shall have to complete the work in all respects within a period of 10(TEN) months including monsoon from the date issue of acceptance of the tender. The Contractor s will have to employ labour in full strength commensurate with working areas available. He will also arrange for materials and equipments to complete the job most expeditiously within the stipulated completion period. The Engineer s decision as to what is full strength will be final. He should also submit bar-chart for completing the work in time. The contractor/s will be required to maintain speedy and required progress to the satisfactions of the Engineer to ensure that the work will be completed in all respects within the stipulated period failing which action may be taken by the Railway Administration in terms of Clause 17 and/or clause 62 of the General Conditions of Contract, 2022. MAINTENANCE PERIOD The tenderer s shall be required to maintain the work effectively for a period of 12 (twelve) months from the date of completion as per Clause No.47 of the General Conditions of Contract 2022 and no part refund of Security Deposit shall be permitted during the maintenance period mentioned above.
Strengthening and rehabilitation of the RCC structures against exposed reinforcement and damaged RCC of the M&C lab, TMM lab, GE lab, B&S Lab etc.
WKS-1489-DC~RDSO
WKS-1489-DC
Open
Works - General
10 Months
Unknown (Unspecified Location)
₹0
₹9.1 L
27 Aug 2026
3 Aug 2026
13 Aug 2026
98 items across 2 schedules · ₹2,79,00,017.68 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | DSR Item No. 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil | cum | 40.00 | 149 | 5,960 |
| 2 | DSR Item No. 2.28.1 Surface dressing of the ground including removing vegetation and inequalities 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 | Sqm | 1000.00 | 28.15 | 28,150 |
| 3 | DSR Item No. 2. 34. 1 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 320.00 | 200.9 | 64,288 |
| 4 | DSR Item No. 2.35.4.1 Treatment of existing masonry using chemical emulsion @one litre per hole at 300 mm interval including drilling holes at45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole :With Chlorpyriphos/Lindane E.C. 20% with 1%concentration | Metre | 750.00 | 35.75 | 26,812.5 |
| 5 | DSR Item No. 2.35.5 Diluting and injecting chemical emulsion for POST- CONSTRUCTIONALanti-termite treatment (excluding the cost of chemical emulsion) : | Metre | 400.00 | 257.55 | 1,03,020 |
| 6 | DSR Item No 4.1.3 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) | cum | 30.00 | 7,365.15 | 2,20,954.5 |
| 7 | DSR Item No 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 48.00 | 6,326 | 3,03,648 |
| 8 | DSR Item No. 4.11 Providing and laying damp- proof course 50mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20mm nominal size derived fromnatural sources). | Sqm | 25.00 | 452.25 | 11,306.25 |
| 9 | DSR Item No. 5.1.2 Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 5.00 | 8,364.2 | 41,821 |
| 10 | DSR Item No. 5.2.2 Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) | cum | 6.00 | 9,861.7 | 59,170.2 |
| 11 | DSR Item No. 5.3 Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources: 3 graded stone aggregate20 mm nominal size derived from natural sources). | cum | 12.00 | 10,391.4 | 1,24,696.8 |
| 12 | DSR Item No. 5.9.3 Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and accessplatform | Sqm | 50.00 | 766.55 | 38,327.5 |
| 13 | DSR Item No. 5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers andcantilevers | Sqm | 40.00 | 608.35 | 24,334 |
| 14 | DSR Item No. 5.16 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar1:3 (1cement : 3 coarse sand), cost of required centering, shutteringand finishing with neat cement punning on exposed surfaces but ,excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). | cum | 4.00 | 18,038.45 | 72,153.8 |
| 15 | DSR Item No. 5.22.4 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars | Kg | 800.00 | 89.65 | 71,720 |
| 16 | DSR Item No 5.22A.4 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Hot rolled deformed bars | Kg | 1800.00 | 89.65 | 1,61,370 |
| 17 | DSR Item No. 6.1.2 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 66.00 | 6,658.25 | 4,39,444.5 |
| 18 | DSR Item No 6.4.2 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 102.00 | 8,288.4 | 8,45,416.8 |
| 19 | DSR Item No 8.2.2.2 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 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. completeat all levels.Granite stone slab colour black, Cherry/Ruby redArea of slab over 0.50 sqm | Sqm | 130.00 | 4,425.35 | 5,75,295.5 |
| 20 | DSR Item No 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming toIS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black ofany size as approved by Engineer-in-Charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shadecomplete. | Sqm | 160.00 | 1,063.45 | 1,70,152 |
| 21 | DSR Item No. 8.32 Designing, fabricating, testing, installing and fixing in position CurtainWall with Aluminium Composite Panel Cladding, with open grooves forlinear as well as curvilinear portions of the building , for all heights andall levels etc. including: (a)Structural analysis & design and preparation of shop drawings forpressure equalisation or rain screen principle as required, properdrainage of water to make it watertight including checking of allthe structural and functional design. Providing, fabricating and supplying and fixing panels of aluminiumcomposite panel cladding in pan shape in metalic colour ofapproved shades made out of 4mm thick aluminium compositepanel material consisting of 3mm thick FR grade mineral coresandwiched between two Aluminium sheets (each 0.5mm thick).The aluminium composite panel cladding sheet shall be coil coated,with Kynar 500 based PVDF / Lumiflon based fluoropolymer resincoating of approved colour and shade on face # 1 and polymer(Service) coating on face # 2 as specified using stainless steelscrews, nuts, bolts, washers, cleats, weather silicone sealant,backer rods etc.The fastening brackets of Aluminium alloy 6005 T5 / MS with HotDip Galvanised with serrations and serrated washers to arrestthe wind load movement, fasteners, SS 316 Pins and anchorbolts of approved make in SS 316, Nylon separators to preventbi-metallic contacts all complete required to perform as perspecification and drawing The item includes cost of all material &labour component, the cost of all mock ups at site, cost of allsamples of the individual components for testing in an approvedlaboratory, field tests on the assembled working curtain wall withaluminium composite panel cladding, cleaning and protection ofthe curtain wall with aluminium composite panel cladding till thehanding over of the building for occupation. Base frame work forACP cladding is payable under the relevant aluminium item.sThe Contractor shall provide curtain wall with aluminium compositepanel cladding, having all the performance characteristics allcomplete , as per the Architectural drawings, as per itemdescription, as specified, as per the approved shop drawings andas directed by the Engineer-in-Charge. However, for the purposeof payment, only the actual area on the external face of the curtainwall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places. | Sqm | 740.00 | 4,474.2 | 33,10,908 |
| 22 | DSR Item No. 9.1.2 Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length (hold fast lugs ordash fastener shall be paid for separately). Sal wood | cum | 0.80 | 1,06,721.1 | 85,376.88 |
| 23 | DSR Item No. 9.20.2 Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction withframe of 1st class hard wood and well matched teak 3 ply veneeringwith vertical grains or cross bands and face veneers on both faces ofshutters.30 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws | Sqm | 120.00 | 2,818.5 | 3,38,220 |
| 24 | DSR Item No. 9.96.1 Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screwsetc. complete : 300x16 mm | Numbers | 36.00 | 260.3 | 9,370.8 |
| 25 | DSR Item No 9.97.2 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : 250x10 mm | Numbers | 36.00 | 104.4 | 3,758.4 |
| 26 | DSR Item No 9.100.1 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyedto required colour or shade, with necessary screws etc. complete :125 mm | Numbers | 66.00 | 60.05 | 3,963.3 |
| 27 | DSR Item No. 9.101.2 Providing and fixing aluminium hanging floor door stopper, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade, with necessary screwsetc. complete. Twin rubber stopper | Numbers | 36.00 | 62.25 | 2,241 |
| 28 | DSR Item No 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVCfoam sheet, mitred at corners and joined with 2 Nos of 150 mm longbrackets of 15x15 mm M.S. square tube, the vertical door frame profilesto be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDMrubber gasket weather seal to be provided through out the frame. Thedoor 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 Engineerin-Charge. | Metre | 66.00 | 408.25 | 26,944.5 |
| 29 | DSR Item No 9.120.1 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 mmx 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frameshall have a coat of steel primers of approved make and manufacture.M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel ofsize 30 mm thickness, 70 mm width out of which 50 mm shall be flatand 20 mm shall be tapered in 45 degree angle on both side formingstyles and 5 mm thick, 95 mm wide PVC sheet out of which 75mmshall be flat and 20 mm shall be tapered in 45 degree on the inner sideto form top and bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lockrail. 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 asgap insert for top rail & bottom rail, paneling of 5 mm thick both sidePVC 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 beadingon inner side, and joined together with solvent cement adhesive. Anadditional 5 mm thick PVC strip of 20 mm width is to be stuck on theinterior side of the 'C' Channel using PVC solvent adhesive etc. completeas per direction of Engineer-in-charge, manufacturer's specification &drawing.30 mm thick plain PVC door shutters | Sqm | 30.00 | 2,455.1 | 73,653 |
| 30 | DSR Item No. 9.127.2 Providing & Fixing decorative high pressure laminated sheet of plain /wood grain in gloss / matt/ suede finish with high density protectivesurface layer and reverse side of adhesive bonding quality conformingto IS : 2046 Type S, including cost of adhesive of approved quality.9.127.2 1.0 mm thick | Sqm | 150.00 | 764 | 1,14,600 |
| 31 | DSR Item No 10.1 Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. | Kg | 1340.00 | 93.05 | 1,24,687 |
| 32 | DSR Item No 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete. Hot finished welded type tubes | Kg | 4500.00 | 155.4 | 6,99,300 |
| 33 | DSR Item No 10.25.2 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works | Kg | 3200.00 | 142.3 | 4,55,360 |
| 34 | DSR Item No. 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates etc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railingwith necessary accessories & stainless steel dash fasteners , stainlesssteel bolts etc., of required size, on the top of the floor or the side ofwaist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel membersshall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). | Kg | 3500.00 | 612.25 | 21,42,875 |
| 35 | DSR Item No. 11.2 Dry brick on edge flooring in required pattern with bricks of classdesignation 7.5 on a bed of 12 mm mud mortar, including filling jointswith Jamuna sand, with common burnt clay non modular bricks. | Sqm | 30.00 | 733.3 | 21,999 |
| 36 | DSR Item 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete.\ 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 220.00 | 545 | 1,19,900 |
| 37 | DSR Item No. 11.26.1 Kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shadeof the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick | Sqm | 740.00 | 1,706.6 | 12,62,884 |
| 38 | DSR Item No 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm includingpointing the joints with white cement and matching pigment etc.,complete. | Sqm | 280.00 | 935.6 | 2,61,968 |
| 39 | DSR Item No 11.41A.1.1 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 allcolours 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 includinggrouting the joints with white cement and matching pigments etc. Thetiles must be cut with the zero chipping diamond cutter only . Laying oftiles will be done with the notch trowel, plier, wedge, clips of requiredthickness, leveling system and rubber mallet for placing the tiles gentlyand easily.Double charge vitrified tile polished finish of sizeSize of Tile 600 x 600 mm | Sqm | 1420.00 | 1,286.6 | 18,26,972 |
| 40 | DSR Item No. 12.21.1 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10 mm and down gauge), includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as perstandard design :In 75x75 mm deep chase | Metre | 620.00 | 260.2 | 1,61,324 |
| 41 | DSR Item No 12.41.2 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 | Metre | 460.00 | 319.75 | 1,47,085 |
| 42 | DSR Item No 12.42.5.2 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion Bend 87.5°110 mm bend | Numbers | 120.00 | 132 | 15,840 |
| 43 | DSR Item No 12.42.6.2 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansionShoe (Plain)110 mm Shoe | Numbers | 120.00 | 115.95 | 13,914 |
| 44 | DSR Item No 12.43.2 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mmhard 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.110 mm | Numbers | 270.00 | 310.85 | 83,929.5 |
| 45 | DSR Item No 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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. | Sqm | 200.00 | 671.55 | 1,34,310 |
| 46 | DSR Item No. 12.51.1 Providing and fixing precoated galvanised steel sheet roofingaccessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5- 7microns epoxy primer on both side of the sheet and polyester topcoat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm) | Metre | 18.00 | 450.6 | 8,110.8 |
| 47 | DSR Item No. 12.52.3 Providing and fixing tiled false ceiling of specified materials of size595x595 mm in true horizontal level, suspended on inter lockingmetal grid of hot dipped galvanized steel sections ( galvanized @120 grams/ sqm, both side inclusive) consisting of main "T" runnerwith suitably spaced joints to get required length and of size 24x38mm made from 0.30 mm thick (minimum) sheet, spaced at 1200mm center to center and cross "T" of size 24x25 mm made of 0.30mm thick (minimum) sheet, 1200 mm long spaced between main"T" at 600 mm center to center to form a grid of 1200x600 mm andsecondary cross "T" of length 600 mm and size 24x25 mm made of0.30 mm thick (minimum) sheet to be interlocked at middle of the1200x600 mm panel to form grids of 600x600 mm and wall angle ofsize 24x24x0.3 mm and laying false ceiling tiles of approved texturein the grid including, required cutting/making, opening for serviceslike diffusers, grills, light fittings, fixtures, smoke detectors etc. Main"T" runners to be suspended from ceiling using GI slotted cleats ofsize 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50mm long dash fasteners, 4 mm GI adjustable rods with galvanisedbutterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mmcenter to center along main T, bottom exposed width of 24 mm of allT-sections shall be pre-painted with polyester paint, all complete forall heights as per specifications, drawings and as directed byEngineer-in-charge.12.5 mm thick square edge PVC Laminated GypsumTile of size 595x595 mm, made of Gypsum plasterboard,manufactured from natural gypsum as per IS 2095 part Iand laminated with white 0.16mm thick fire retardantPVC film on the face side and 12micron metalizedpolyester on the back side with all edges sealed with the face side PVC film which goes around and wrapsthe edges and is bonded to the edges and the back sidemetalized polyester film so as to make the tile acompletely sealed unit. | Sqm | 720.00 | 1,949.95 | 14,03,964 |
| 48 | DSR Item No 13.4.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) | Sqm | 3200.00 | 294.35 | 9,41,920 |
| 49 | DSR Item No 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. | Sqm | 9000.00 | 123.85 | 11,14,650 |
| 50 | DSR Item No 13.81.1 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approvedbrand and manufacture, including applying additional coats whereverrequired, to achieve even shade and colour.Distempering with 1st quality acrylic distemper, having VOC (VolatileOrganic Compound ) content less than 50 grams/ litre, of approvedbrand and manufacture, including applying additional coats whereverrequired, to achieve even shade and colour. | Sqm | 7800.00 | 51.8 | 4,04,040 |
| 51 | DSR Item No 13.91 Removing dry or oil bound distemper, water proofing cement paintand the like by scrapping, sand papering and preparing the surfacesmooth including necessary repairs to scratches etc. complete. | Sqm | 16000.00 | 20.85 | 3,33,600 |
| 52 | DSR Item No 13.99.1 Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade : One or more coats on old work | Sqm | 2200.00 | 86.55 | 1,90,410 |
| 53 | DSR Item No 13.112.1 Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm)over existing cement paint surface | Sqm | 22000.00 | 106.55 | 23,44,100 |
| 54 | DSR Item No. 13. 62. 1 Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade :Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand andmanufacture | Sqm | 240.00 | 191.4 | 45,936 |
| 55 | DSR Item No. 14.1.2 Repairs to plaster of thickness 12 mm to 20 mm in patches of area2.5 sq.meters and under, including cutting the patch in proper shape,raking out joints and preparing and plastering the surface of the wallscomplete, including disposal of rubbish to the dumping ground, allcomplete as per direction of Engineer-in- Charge.With cement mortar 1:4 (1 cement : 4 fine sand)With cement mortar 1:4 (1cement: 4 coarse sand) | Sqm | 250.00 | 478 | 1,19,500 |
| 56 | DSR Item No. 14.72 Providing and fixing double scaffolding system (cup lock type) onthe exterior side, up to seven story height made with 40 mm diaM.S. tube 1.5 m centre to centre, horizontal & vertical tubes joiningwith cup & lock system with M.S. tubes, M.S. tube challies, M.S.clamps and M.S. staircase system in the scaffolding for workingplatform etc. and maintaining it in a serviceable condition for therequired duration as approved and removing it there after .Thescaffolding system shall be stiffened with bracings, runners,connection with the building etc wherever required for inspection ofwork at required locations with essential safety features for theworkmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measuredfor payment purpose .The payment will be made once irrespective ofduration of scaffolding. Note: - This item to be used for maintenance work judicially,necessary deduction for scaffolding in the existing item to be done. | Sqm | 600.00 | 285 | 1,71,000 |
| 57 | DSR Item No. 14.75 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5sqm and under, including cutting the patch in proper shape, rakingout joints and preparing plastering the wall surface with white cementbased polymer modified self curing mortar, including disposal ofrubbish, all complete as per the direction of Engineer- In-Charge. | Sqm | 480.00 | 540.35 | 2,59,368 |
| 58 | DSR Item No. 14.90.1 Providing and laying APP (Atactic Polypropylene Polymer) modifiedprefabricated five layer, 3 mm thick water proofing membrane, blackfinished reinforced with glass fibre matt consisting of a coat of bitumenprimer for bitumen membrane @ 0.40 litre/sqm by the samemembrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre andviscocity 70 - 160 cps. Over the primer coat the layer of membraneshall be laid using butane torch and sealing all joints etc., andpreparing the surface complete. The vital physical and chemicalparameters of the membrane shall be as under : Joint strength inlongitudinal and transverse direction at 23°C as 350/300 N/5 cm.Tear strength in longitudinal and transverse direction as 60/80N.Softening point of membrane not less than 150°C. Cold flexibilityshall be upto -2°C when tested in accordance with ASTM, D - 5147.The laying of membrane shall be got done through the authorisedapplicator of the manufacturer of membrane:3 mm thick | Sqm | 360.00 | 534.1 | 1,92,276 |
| 59 | DSR Item No. 15.2.1 Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) | cum | 50.00 | 2,007.1 | 1,00,355 |
| 60 | DSR Item No. 15.3 Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. | cum | 30.00 | 2,928.1 | 87,843 |
| 61 | DSR Item No. 15.5 Extra for cutting reinforcement bars manually/ by mechanical meansin R.C.C. or R.B. work (Payment shall be made on the crosssectional area of R.C.C. or R.B. work) as per direction of Engineerin- charge. | Sqm | 200.00 | 947.1 | 1,89,420 |
| 62 | DSR Item No 15.7.4 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge.In cement mortar | cum | 20.00 | 1,698.45 | 33,969 |
| 63 | DSR Item No 15.12.1 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead :Of area 3 sq. metres and below | Numbers | 62.00 | 302.7 | 18,767.4 |
| 64 | DSR Item No. 15.13.1 Taking out doors, windows and clerestory window shutters (steel orwood) including stacking within 50 metres lead :Of area 3 sq. metres and below | Numbers | 25.00 | 118.25 | 2,956.25 |
| 65 | DSR Item No 15.23.1 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 | Sqm | 950.00 | 60.5 | 57,475 |
| 66 | DSR Item No. 15.28.1 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of:G.S. Sheet | Sqm | 200.00 | 136 | 27,200 |
| 67 | DSR Item No 15.44.1 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 : 15 mm to 40 mm nominal bore | Metre | 300.00 | 124.1 | 37,230 |
| 68 | DSR Item No 15.56 Dismantling old plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 metres lead. | Sqm | 1200.00 | 45.05 | 54,060 |
| 69 | DSR Item No. 15.57 Dismantling aluminium/ Gypsum partitions, doors, windows, fixedglazing and false ceiling including disposal of unserviceable materialand stacking of serviceable material with in 50 meters lead as directedby Engineer-in-charge. | Sqm | 350.00 | 46.5 | 16,275 |
| 70 | DSR Item No 15.60 Disposal of building rubbish / malba / similar unserviceable, dismantledor waste materials by mechanical means, including loading,transporting, unloading to approved municipal dumping ground or asapproved by Engineer-in-charge, beyond 50 m initial lead, for all leadsincluding all lifts involved. | cum | 64.00 | 219.3 | 14,035.2 |
| 71 | DSR Item No 16.91.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light trafficparking etc, of required strength, thickness & size/ shape, made bytable vibratory method using PU mould, laid in required colour &pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sandbedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per requiredsize and pattern, finishing and sweeping extra sand. complete all asper direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approvedcolor design and pattern | Sqm | 500.00 | 1,011.2 | 5,05,600 |
| 72 | DSR Item No. 21.1.1.2 Providing and fixing aluminium work for doors, windows, ventilatorsand partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved makeconforming to IS: 733 and IS: 1285, fixing with dash fasteners ofrequired dia and size, including necessary filling up the gaps atjunctions, 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 includingcleat angle, Aluminium snap beading for glazing / paneling, C.P.brass / stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge. (Glazing, panelingand dash fasteners to be paid for separately) :For fixed portion Powder coated aluminium (minimumthickness of powder coating 50 micron) | Kg | 950.00 | 466.3 | 4,42,985 |
| 73 | DSR Item No. 21.1.2.2 For shutters of doors, windows & ventilators includingproviding and fixing hinges/ pivots and making provisionfor fixing of fittings wherever required including the costof EPDM rubber / neoprene gasket required (Fittingsshall be paid for separately) Powder coated aluminium (minimumthickness of powder coating 50 micron) | Kg | 1800.00 | 553.55 | 9,96,390 |
| 74 | DSR Item No. 21.2.2 Providing and fixing 12 mm thick prelaminated particle board flatpressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors, windowsshutters and partition frames with C.P. brass / stainless steel screwsetc. complete as per architectural drawings and directions of engineerin-charge.Pre-laminated particle board with decorative laminationon both sides | Sqm | 38.00 | 951.05 | 36,139.9 |
| 75 | DSR Item No. 21.3.2 Providing and fixing glazing in aluminium door, window, ventilatorshutters and partitions etc. with EPDM rubber / neoprene gasketetc. complete as per the architectural drawings and the directions ofengineer-in-charge . (Cost of aluminium snap beading shall be paidin basic item):With float glass panes of 5 mm thickness (weight notless than 12.50 kg/sqm) | Sqm | 320.00 | 1,325.55 | 4,24,176 |
| 76 | DSR Item No. 21.4.1 Providing and fixing double action hydraulic floor spring of approvedbrand and manufacture conforming to IS : 6315, having brand logoembossed on the body / plate with double spring mechanism anddoor weight upto 125 kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matchingto the existing floor finishing and cover plates with brass pivot andsingle piece M.S. sheet outer box with slide plate etc. complete asper the direction of Engineer-in-charge.With stainless steel cover plate minimum 1.25 mmthickness | Numbers | 12.00 | 2,448.85 | 29,386.2 |
| 77 | DSR Item No. 21.17 Providing and fixing anodised aluminium grill (anodised transparentor dyed to required shade according to IS: 1868 with minimum anodiccoating of grade AC 15) of approved design/pattern, with approvedstandard section and fixed to the existing window frame with C.P.brass/ stainless steel screws @ 200 mm centre to centre, includingcutting the grill to proper opening size for fixing and operation ofhandles and fixing approved anodised aluminium standard sectionaround the opening, all complete as per requirement and direction ofEngineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 750.00 | 560.85 | 4,20,637.5 |
| 78 | DSR Item No. 21.18 Providing and fixing 12mm thick frameless toughened glassdoor shutter of approved brand and manufacture, including providingand fixing top & bottom pivot & double acting hydraulic floor springtype fixing arrangement and making necessary holes etc. for fixingrequired door fittings, all complete as per direction of Engineer in charge(Door handle, lock and stopper etc. to be paid separately) | Sqm | 17.00 | 4,540.7 | 77,191.9 |
| 79 | DSR Item No. 22.14.1 Grading roof for water proofing treatment withCement concrete 1:2:4 | cum | 60.00 | 7,510.75 | 4,50,645 |
| 80 | DSR Item No. 25.1 Providing and supplying aluminium extruded tubular and otheraluminium sections as per the architectural drawings and approvedshop drawings , the aluminium quality as per grade 6063 T5 or T6 asper BS 1474,including super durable powder coating of 60-80 micronsconforming to AAMA 2604 of required colour and shade as approvedby the Engineer-in-Charge. ( The item includes cost of material suchas cleats, sleeves, screws etc. necessary for fabrication of extrudedaluminium frame work. Nothing extra shall be paid on this account).The weight of aluminium extruded section shall be taken for purposeof payment. | Kg | 2800.00 | 370.45 | 10,37,260 |
| 81 | DSR Item No. 25.2 Designing, fabricating, testing, protection, installing and fixing inposition semi (grid) unitized system of structural glazing (with openjoints) for linear as well as curvilinear portions of the building for allheights and all levels, including:(a)(b) (c)Structural analysis & design and preparation of shop drawingsfor the specified design loads conforming to IS 875 part III (thesystem must passed the proof test at 1.5 times design windpressure without any failure), including functional design ofthe aluminum sections for fixing glazing panels of variousthicknesses, aluminium cleats, sleeves and splice plates etc.gaskets, screws, toggles, nuts, bolts, clamps etc., structuraland weather silicone sealants, flashings, fire stop (barrier)cum-smoke seals, microwave cured EPDM gaskets for watertightness, pressure equalisation & drainage and protectionagainst fire hazard including:Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sectionsand profiles etc. to accommodate 3 Dimentional movementfor a c h i e v i n g perfect verticality and fixing structural glazingsystem rigidly to the RCC/ masonry/structural steel frameworkof building structure using stainless steel anchor fasteners/bolts, nylon seperator to prevent bimetallic contacts with nutsand washers etc. of stainless steel grade 316, of the requiredcapacity and in required numbers.Providing and filling, two part pump filled, structural siliconesealant and one part weather silicone sealant compatible withthe structural silicone sealant of required bite size in a cleanand controlled factory / work shop environment, including doublesided spacer tape, setting blocks and backer rod, all ofapproved grade, brand and manufacture, as per the approvedsealant design, within and all around the perimeter for holdingglass. | Sqm | 88.00 | 3,111.35 | 2,73,798.8 |
| 82 | DSR Item No. 26.28.2 Chipping of unsound/weak concrete material from slabs, beams,columns etc. with manual Chisel and/ or by standard power drivenpercussion type or of approved make including tapering of all edges,making square shoulders of cavities including cleaning the exposedconcrete surface and reinforcement with wire brushes etc. anddisposal of debris for all lead and lifts all complete as per direction ofEngineer-In- Charge | Sqm | 640.00 | 211.55 | 1,35,392 |
| 83 | DSR Item No. 26.28.3 Chipping of unsound/weak concrete material from slabs, beams,columns etc. with manual Chisel and/ or by standard power drivenpercussion type or of approved make including tapering of all edges,making square shoulders of cavities including cleaning the exposedconcrete surface and reinforcement with wire brushes etc. anddisposal of debris for all lead and lifts all complete as per direction ofEngineer-In- Charge | Sqm | 640.00 | 104.6 | 66,944 |
| 84 | DSR Item No. 26.29.1 Cleaning of reinforcement from rust from the reinforcing bars to giveit a total rust free steel surface by using alkaline chemical rustremover of approved make with paint brush and removing looseparticles after 24 hours of its application with wire brush and thoroughlywashing with water and allowing it to dry, all complete as per directionof Engineer-In-Charge.Bars upto 12 mm diameter | Metre | 840.00 | 6.65 | 5,586 |
| Schedule total | ₹2,79,00,017.68 | ||||
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