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Tender Value
₹14.7 Cr
EMD Value
₹29.4 L
Closing Date
19 May 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
ENGG
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
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: Northern Railway Standard Tender Document- 2022 15 of 135 (i) Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works 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) (i) In case of tender 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 costing not less than the amount equal to 30% of advertised value of each component of tender, or (iii) Two similar works costing not less than the amount equal to 40% of advertised value of each component of tender, or (iv) One similar work costing not less than the amount equal to@ 10<37@ of advertised value of each component of tender. Note for (b) (i) Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b) (ii) In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (iii) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 (a) (ii) of Part-II of the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Northern Railway Standard Tender Document- 2022 16 of 135 Contract Part-II of GCC 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 fulfil technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necess
Defination of Similar Work :- Any Civil work other than track work.
2 conditions · 1 needing a document upload
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.
As per Advance Correction SIip No. 11 of GCC-2022, " For tenders having advertised value more than Rs 10 crore wherein eligibility criteria include Bid Capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender.
Balance works of Construction of station building including second entry, Finishing works of FOB i/c Lift & Escalators, platform surfacing including compliance of divyang facilities, PF shelters & Misc Finishing works at Ballabhgarh (BVH), Faridabad New Town (FDN) and Palwal (PWL) Railway Stations under the Amrit Stations Scheme.
CPM-DLI-NIT-05-2026-27
CPM-DLI-NIT-05-2026-27
Open
Works - General
9 Months
Delhi, Delhi
₹0
₹29.4 L
19 May 2026
27 Apr 2026
5 May 2026
193 items across 2 schedules · ₹37,365.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 250 | 187.24 | 46,810 |
| 2 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum- lead | 450 | 40.77 | 18,346.5 |
| 3 | All kinds of soil | cum 2870 | — | 205.45 | 5,89,641.5 |
| 4 | All kinds of soil. | cum 1100 | — | 286.85 | 3,15,535 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum 1200 | — | 253.95 | 3,04,740 |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 270 | 368.65 | 99,535.5 |
| 7 | All kinds of soil | cum | 120 | 104.5 | 12,540 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 100 | 2,161.2 | 2,16,120 |
| 9 | Chlorpyriphos emulsifiable concentrate of 20% | Litre | 50 | 200.9 | 10,045 |
| 10 | With Chlorpyriphos E.C. 20% with 1% concentration | Sqm | 400 | 256.15 | 1,02,460 |
| 11 | 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 | 80 | 7,365.15 | 5,89,212 |
| 12 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 70 | 6,833.4 | 4,78,338 |
| 13 | 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 | 240 | 6,326.05 | 15,18,252 |
| 14 | 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 900 | 8,843.45 | 79,59,105 |
| 15 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 120 | 452.25 | 54,270 |
| 16 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 420 | 57.15 | 24,003 |
| 17 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 450 | 113.85 | 51,232.5 |
| 18 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand(Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 300 | 681.65 | 2,04,495 |
| 19 | Concrete of M10 grade with minimum cement content of 220 kg /cum | cum | 20 | 8,033.2 | 1,60,664 |
| 20 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 500 | 307.95 | 1,53,975 |
| 21 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 450 | 669.55 | 3,01,297.5 |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 450 | 804.25 | 3,61,912.5 |
| 23 | Stairs, (excluding landings) except spiral- staircases | Sqm | 450 | 657.75 | 2,95,987.5 |
| 24 | Arches, domes, vaults up to 6 m span | Sqm | 200 | 1,826.25 | 3,65,250 |
| 25 | Under 20 cm wide | Metre | 200 | 181.9 | 36,380 |
| 26 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 200 | 814.95 | 1,62,990 |
| 27 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 400 | 853.75 | 3,41,500 |
| 28 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick | Sqm | 300 | 699.45 | 2,09,835 |
| 29 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 170 | 9,673.5 | 16,44,495 |
| 30 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 130000 | — | 89.65 | 1,16,54,500 |
| 31 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 70000 | — | 89.65 | 62,75,500 |
| 32 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 280 | 8,683.8 | 24,31,464 |
| 33 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 530 | 8,966.95 | 47,52,483.5 |
| 34 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 100 | 10,477.75 | 10,47,775 |
| 35 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 100 | 10,589.35 | 10,58,935 |
| 36 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 210 | 688.45 | 1,44,574.5 |
| 37 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 550 | 6,658.25 | 36,62,037.5 |
| 38 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 920 | 8,288.35 | 76,25,282 |
| 39 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 200 | 837.85 | 1,67,570 |
| 40 | Area of slab upto 0.50 sqm | Sqm | 60 | 4,679.35 | 2,80,761 |
| 41 | Area of slab over 0.50 sqm | Sqm | 60 | 4,425.35 | 2,65,521 |
| 42 | 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. | Sqm | 100 | 9,278.95 | 9,27,895 |
| 43 | 12 mm thick | Sqm | 12 | 2,220.05 | 26,640.6 |
| 44 | 25 mm thick | Sqm | 20 | 1,731.45 | 34,629 |
| 45 | 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 | 150 | 1,063.45 | 1,59,517.5 |
| 46 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm 1200 | — | 4,474.2 | 53,69,040 |
| 47 | Kiln seasoned and chemically treated hollock wood | cum | 8 | 74,199.7 | 5,93,597.6 |
| 48 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 150 | 1,897.1 | 2,84,565 |
| 49 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 3,086.1 | 61,722 |
| 50 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 2,015.75 | 80,630 |
| 51 | On one side only | Sqm | 40 | 408.05 | 16,322 |
| 52 | 25 mm dia | Metre | 100 | 482.3 | 48,230 |
| 53 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 200 | 197.7 | 39,540 |
| 54 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 10 | 723.8 | 7,238 |
| 55 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 10 | 856.3 | 8,563 |
| 56 | 250x16 mm | Each | 20 | 234.9 | 4,698 |
| 57 | 300x10 mm | Each | 40 | 117.65 | 4,706 |
| 58 | 200x10 mm | Each | 40 | 90.8 | 3,632 |
| 59 | Twin rubber stopper | Each | 10 | 62.25 | 622.5 |
| 60 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 100 | 702.6 | 70,260 |
| 61 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 40 | 3,963.7 | 1,58,548 |
| 62 | With 12 mm mild steel U beading | Sqm | 60 | 1,051.75 | 63,105 |
| 63 | Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) | Sqm | 20 | 7,634.1 | 1,52,682 |
| 64 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 20 | 10,030.3 | 2,00,606 |
| 65 | Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm). | Sqm | 20 | 7,821.15 | 1,56,423 |
| 66 | 200 mm | Each | 10 | 153.15 | 1,531.5 |
| 67 | 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 25000 | — | 111.95 | 27,98,750 |
| 68 | Electric resistance or induction butt welded tubes | Kg 195000 | — | 140.85 | 2,74,65,750 |
| 69 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 20 | 185.2 | 3,704 |
| 70 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 6000 | — | 88.5 | 5,31,000 |
| 71 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 500 | 102.25 | 51,125 |
| 72 | 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, i/c 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 12000 | — | 612.25 | 73,47,000 |
| 73 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 100 | 545 | 54,500 |
| 74 | 40 mm wide and 4 mm thick | Metre | 900 | 79.5 | 71,550 |
| 75 | 25 mm thick | Sqm | 700 | 1,706.6 | 11,94,620 |
| 76 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 100 | 2,038.55 | 2,03,855 |
| 77 | Size of Tile 600 x 600 mm | Sqm | 500 | 1,286.6 | 6,43,300 |
| 78 | Size of Tile 600x600 mm | Sqm | 100 | 1,676.15 | 1,67,615 |
| 79 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm 1600 | — | 2,589.9 | 41,43,840 |
| 80 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm 5550 | — | 3,908.8 | 2,16,93,840 |
| 81 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 600 | 905.8 | 5,43,480 |
| 82 | In 75x75 mm deep chase | Metre | 120 | 260.2 | 31,224 |
| 83 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 16 | 266.6 | 4,265.6 |
| 84 | Flat surfaces | Sqm | 200 | 1,421.25 | 2,84,250 |
| 85 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. | Sqm | 40 | 485.75 | 19,430 |
| 86 | 110 mm diameter | Metre 1400 | — | 319.75 | 4,47,650 |
| 87 | 110 mm | Each | 42 | 119.95 | 5,037.9 |
| 88 | 110 mm bend | Each | 25 | 132 | 3,300 |
| 89 | 110 mm Shoe | Each | 25 | 115.95 | 2,898.75 |
| 90 | 110 mm | Each | 25 | 309.5 | 7,737.5 |
| 91 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 15 | 47.9 | 718.5 |
| 92 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm 2000 | — | 671.55 | 13,43,100 |
| 93 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 250 | 1,948.95 | 4,87,237.5 |
| 94 | 1:6 (1 cement: 6 fine sand) | Sqm | 50 | 282 | 14,100 |
| 95 | 1:6 (1 cement: 6 coarse sand) | Sqm | 50 | 294.35 | 14,717.5 |
| 96 | 1:6 (1 cement: 6 coarse sand) | Sqm | 500 | 339.1 | 1,69,550 |
| 97 | 1:4 (1 cement: 4 fine sand) | Sqm | 40 | 361.3 | 14,452 |
| 98 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 450 | 162.35 | 73,057.5 |
| 99 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm 2000 | — | 191.4 | 3,82,800 |
| 100 | Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish | Sqm | 60 | 197.4 | 11,844 |
| 101 | Two or more coats on new works including a coat of wood filler | Sqm | 60 | 368.3 | 22,098 |
| 102 | New work | Sqm | 60 | 164.15 | 9,849 |
| 103 | Floor polishing on masonry or concrete floors with wax polish of approved brand and manufacture. | Sqm | 60 | 79.6 | 4,776 |
| 104 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 30 | 5.05 | 151.5 |
| 105 | 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 | 180 | 123.85 | 22,293 |
| 106 | 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 | 60 | 20.85 | 1,251 |
| 107 | Door chowkhats | Each | 40 | 1,505.3 | 60,212 |
| 108 | Window chowkhats | Each | 40 | 948.05 | 37,922 |
| 109 | Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) | Sqm | 10 | 1,245.15 | 12,451.5 |
| 110 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete | Each | 30 | 233.1 | 6,993 |
| 111 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | Metre | 150 | 285.9 | 42,885 |
| 112 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 30 | 1,239.6 | 37,188 |
| 113 | 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 | 160 | 2,928.1 | 4,68,496 |
| 114 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | Sqm | 30 | 947.1 | 28,413 |
| 115 | In cement mortar | cum | 30 | 1,698.45 | 50,953.5 |
| 116 | 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 | 300 | 4.65 | 1,395 |
| 117 | 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 | 250 | 45.05 | 11,262.5 |
| 118 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 150 | 46.5 | 6,975 |
| 119 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum 2100 | — | 219.35 | 4,60,635 |
| 120 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm 1100 | — | 180.5 | 1,98,550 |
| 121 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | cum | 120 | 20.55 | 2,466 |
| 122 | 90 mm to 45 mm size stone aggregate | cum | 60 | 1,937.6 | 1,16,256 |
| 123 | 63 mm to 45 mm size stone aggregate | cum | 60 | 1,624.5 | 97,470 |
| 124 | Stone screening 13.2 mm nominal size (Type A) | cum | 60 | 1,865 | 1,11,900 |
| 125 | Stone screening 11.2 mm nominal size (Type B) | cum | 60 | 2,065.7 | 1,23,942 |
| 126 | Good earth | cum | 100 | 624.55 | 62,455 |
| 127 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 150 | 865.8 | 1,29,870 |
| 128 | Overhead informatory road signage | Sqm | 20 | 5,609.55 | 1,12,191 |
| 129 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 210 | 8,613.55 | 18,08,845.5 |
| 130 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 50 | 8,277.55 | 4,13,877.5 |
| 131 | With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm. | Sqm 1300 | — | 4,537.25 | 58,98,425 |
| 132 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 500 | 1,719 | 8,59,500 |
| 133 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 350 | 1,011.2 | 3,53,920 |
| 134 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 5,781.35 | 57,813.5 |
| 135 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 5,540.55 | 55,405.5 |
| 136 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 5,268.85 | 52,688.5 |
| 137 | 610x510 mm bowl depth 200 mm | Each | 10 | 4,274.4 | 42,744 |
| 138 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 10 | 299.35 | 2,993.5 |
| 139 | 32 mm dia | Each | 10 | 90.95 | 909.5 |
| 140 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 15 | 1,411.15 | 21,167.25 |
| 141 | C.P. brass | Each | 10 | 680.8 | 6,808 |
| 142 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 200 | 1,018.05 | 2,03,610 |
| 143 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 200 | 931.55 | 1,86,310 |
| 144 | 100 mm dia pipe | Each | 20 | 163.45 | 3,269 |
| 145 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 8 | 13,036.55 | 1,04,292.4 |
| 146 | 25 mm nominal dia Pipes | Metre | 150 | 626.05 | 93,907.5 |
| 147 | 25 mm nominal dia Pipes | Metre | 90 | 370.65 | 33,358.5 |
| 148 | 32 mm nominal dia Pipes | Metre | 60 | 435.05 | 26,103 |
| 149 | 65 mm nominal dia Pipes | Metre 1030 | — | 1,576.9 | 16,24,207 |
| 150 | 25 to 40 mm nominal bore | Each | 6 | 757.1 | 4,542.6 |
| 151 | 25 mm nominal bore | Each | 10 | 532.35 | 5,323.5 |
| 152 | 32 mm nominal bore. | Each | 10 | 589.9 | 5,899 |
| 153 | 65 mm nominal bore | Each | 6 | 1,490.7 | 8,944.2 |
| 154 | 25 mm nominal bore | Each | 6 | 399.15 | 2,394.9 |
| 155 | Horizontal | Each | 8 | 2,093.8 | 16,750.4 |
| 156 | 15 mm nominal bore | Each | 10 | 85.2 | 852 |
| 157 | 100 mm diameter pipe | Each | 10 | 284.75 | 2,847.5 |
| 158 | 150 mm diameter pipe | Each | 10 | 343.55 | 3,435.5 |
| 159 | Class II | Each | 4 | 6,661.8 | 26,647.2 |
| 160 | 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. | Litre 13000 | — | 9.7 | 1,26,100 |
| 161 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 16 | 109.85 | 1,757.6 |
| 162 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 10 | 156.65 | 1,566.5 |
| 163 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 10 | 194.15 | 1,941.5 |
| 164 | 125 mm nominal dia with 25 mm waste hole | Each | 10 | 45.25 | 452.5 |
| 165 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 20 | 136.6 | 2,732 |
| 166 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 20 | 96.75 | 1,935 |
| 167 | Up to 300 mm dia | Quintal | 4 | 7,509.4 | 30,037.6 |
| 168 | 100 mm dia C.I. Double Flanged Pipe | Metre | 20 | 1,838.1 | 36,762 |
| 169 | 150 mm dia C.I. Double Flanged Pipe | Metre | 40 | 2,880 | 1,15,200 |
| 170 | 300 mm dia. R.C.C. pipe | Metre | 300 | 902.05 | 2,70,615 |
| 171 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 24,405.9 | 2,44,059 |
| 172 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 10 | 9,744.25 | 97,442.5 |
| 173 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 28,029.15 | 56,058.3 |
| 174 | 300 mm dia | Metre | 250 | 592.05 | 1,48,012.5 |
| 175 | 200 mm nominal size dia | Metre | 160 | 951.95 | 1,52,312 |
| 176 | 200 mm nominal size dia | Metre | 150 | 1,099.25 | 1,64,887.5 |
| 177 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 15 | 1,479.25 | 22,188.75 |
| 178 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer- in-charge. | Hour | 40 | 916.8 | 36,672 |
| 179 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm 1700 | — | 1,630.4 | 27,71,680 |
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