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Tender Value
₹14.2 Cr
EMD Value
₹28.5 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 Slip 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, platform surfacing including compliance of divyang facilities, PF shelters & Misc Finishing works at SONIPAT, NARELA & GOHANA Railway Stations under the Amrit Stations Scheme.
CPM-DLI-NIT-03-2026-27
CPM-DLI-NIT-03-2026-27
Open
Works - General
9 Months
Delhi, Delhi
₹0
₹28.5 L
19 May 2026
27 Apr 2026
5 May 2026
187 items across 3 schedules · ₹48,32,294.6 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 250 | 144.32 | 36,080 |
| 2 | 1km | cum | 400 | 180.4 | 72,160 |
| 3 | All kinds of soil | Sqm | 660 | 107 | 70,620 |
| 4 | All kinds of soil | cum | 6700 | 205.45 | 13,76,515 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 380 | 417.35 | 1,58,593 |
| 6 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 235 | 651.55 | 1,53,114.25 |
| 7 | All kinds of soil | cum | 1400 | 104.5 | 1,46,300 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 67 | 2,161.2 | 1,44,800.4 |
| 9 | All kinds of soil | Sqm | 1650 | 28.15 | 46,447.5 |
| 10 | 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 | 33 | 7,365.15 | 2,43,049.95 |
| 11 | 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 | 1090 | 6,326.05 | 68,95,394.5 |
| 12 | Foundations, footings, bases for columns | Sqm | 320 | 307.95 | 98,544 |
| 13 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 130 | 370.85 | 48,210.5 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 880 | 307.95 | 2,70,996 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 330 | 766.55 | 2,52,961.5 |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 210 | 608.35 | 1,27,753.5 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 540 | 804.25 | 4,34,295 |
| 18 | Stairs, (excluding landings) except spiral- staircases | Sqm | 105 | 657.75 | 69,063.75 |
| 19 | 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 | 160 | 9,673.5 | 15,47,760 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 91300 | 89.65 | 81,85,045 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 27000 | 89.65 | 24,20,550 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 275 | 8,683.8 | 23,88,045 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 178 | 10,306.2 | 18,34,503.6 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 330 | 688.45 | 2,27,188.5 |
| 25 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 77 | 6,882 | 5,29,914 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 378 | 6,658.25 | 25,16,818.5 |
| 27 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 118 | 8,512.1 | 10,04,427.8 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 378 | 8,288.35 | 31,32,996.3 |
| 29 | Area of slab upto 0.50 sqm | Sqm | 118 | 4,679.35 | 5,52,163.3 |
| 30 | Area of slab over 0.50 sqm | Sqm | 128 | 4,425.35 | 5,66,444.8 |
| 31 | Area of slab upto 0.50 sqm | Sqm | 118 | 3,555.45 | 4,19,543.1 |
| 32 | Area of slab over 0.50 sqm | Sqm | 128 | 3,301.45 | 4,22,585.6 |
| 33 | 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 | 281 | 1,063.45 | 2,98,829.45 |
| 34 | 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 | 475 | 4,474.2 | 21,25,245 |
| 35 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 39 | 2,231.2 | 87,016.8 |
| 36 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 140 | 1,521.6 | 2,13,024 |
| 37 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 22 | 3,086.1 | 67,894.2 |
| 38 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 97 | 2,015.75 | 1,95,527.75 |
| 39 | 300x16 mm | Each | 150 | 180.55 | 27,082.5 |
| 40 | 200x10 mm | Each | 260 | 61.05 | 15,873 |
| 41 | 125 mm | Each | 200 | 205.1 | 41,020 |
| 42 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 58 | 109.6 | 6,356.8 |
| 43 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 42 | 1,025.65 | 43,077.3 |
| 44 | 1.0 mm thick | Sqm | 195 | 764 | 1,48,980 |
| 45 | Second class teak wood | Sqm | 49 | 4,484.65 | 2,19,747.85 |
| 46 | 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 | 63700 | 111.95 | 71,31,215 |
| 47 | Electric resistance or induction butt welded tubes | Kg | 140000 | 140.85 | 1,97,19,000 |
| 48 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 2200 | 88.5 | 1,94,700 |
| 49 | Providing and fixing bolts including nuts and washers complete. | Kg | 2100 | 140.15 | 2,94,315 |
| 50 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1170 | 142.3 | 1,66,491 |
| 51 | 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 | 5250 | 612.25 | 32,14,312.5 |
| 52 | 25 mm thick | Sqm | 940 | 1,706.6 | 16,04,204 |
| 53 | Size of Tile 600 x 600 mm | Sqm | 2500 | 1,286.6 | 32,16,500 |
| 54 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. | Sqm | 1670 | 633.6 | 10,58,112 |
| 55 | Size of Tile 600x600 mm | Sqm | 1765 | 258.65 | 4,56,517.25 |
| 56 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 2310 | 2,589.9 | 59,82,669 |
| 57 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 700 | 3,908.8 | 27,36,160 |
| 58 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 700 | 2,677.9 | 18,74,530 |
| 59 | With residual type petroleum bitumen of grade VG -10 | Sqm | 830 | 133.15 | 1,10,514.5 |
| 60 | With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 | Sqm | 505 | 549.05 | 2,77,270.25 |
| 61 | In 75x75 mm deep chase | Metre | 530 | 260.2 | 1,37,906 |
| 62 | 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 | 36 | 266.6 | 9,597.6 |
| 63 | 110 mm diameter | Metre | 285 | 319.75 | 91,128.75 |
| 64 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 110 | 1,300.5 | 1,43,055 |
| 65 | 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 | 2750 | 671.55 | 18,46,762.5 |
| 66 | Ridges plain (500 - 600mm) | Metre | 275 | 450.6 | 1,23,915 |
| 67 | Flashings/ Aprons.( Upto 600 mm) | Metre | 275 | 412.85 | 1,13,533.75 |
| 68 | Gutter (600 mm over all girth) | Metre | 270 | 1,110.6 | 2,99,862 |
| 69 | 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 | 110 | 1,948.95 | 2,14,384.5 |
| 70 | 1:4 (1 cement: 4 fine sand) | Sqm | 1920 | 294.85 | 5,66,112 |
| 71 | 1:6 (1 cement: 6 fine sand) | Sqm | 4180 | 282 | 11,78,760 |
| 72 | 1:4 (1 cement: 4 fine sand) | Sqm | 2050 | 339.7 | 6,96,385 |
| 73 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1280 | 214.3 | 2,74,304 |
| 74 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 3650 | 166.85 | 6,09,002.5 |
| 75 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 12800 | 158.95 | 20,34,560 |
| 76 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 275 | 61.45 | 16,898.75 |
| 77 | On steel work | Sqm | 2000 | 201.7 | 4,03,400 |
| 78 | Two or more coats on new work | Sqm | 2550 | 131.45 | 3,35,197.5 |
| 79 | Two or more coats on new work | Sqm | 1100 | 121.45 | 1,33,595 |
| 80 | 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 | 2500 | 123.85 | 3,09,625 |
| 81 | With cement mortar 1:4 (1cement: 4 coarse sand) | Sqm | 455 | 478 | 2,17,490 |
| 82 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 92 | 2,007.1 | 1,84,653.2 |
| 83 | 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 | 73 | 2,928.1 | 2,13,751.3 |
| 84 | In cement mortar | cum | 57 | 1,698.45 | 96,811.65 |
| 85 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 730 | 219.75 | 1,60,417.5 |
| 86 | Water bound macadam road | Sqm | 1620 | 179.65 | 2,91,033 |
| 87 | bituminous road | Sqm | 1100 | 353.65 | 3,89,015 |
| 88 | 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 | 880 | 219.35 | 1,93,028 |
| 89 | 53 mm to 22.4 mm size stone aggregate | cum | 278 | 1,837.25 | 5,10,755.5 |
| 90 | 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 | 278 | 865.8 | 2,40,692.4 |
| 91 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 4400 | 11.6 | 51,040 |
| 92 | On bituminous surface @ 0.25kg/sqm | Sqm | 4400 | 7.9 | 34,760 |
| 93 | For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 880 | 414.2 | 3,64,496 |
| 94 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | Sqm | 1000 | 611.55 | 6,11,550 |
| 95 | 40 mm thick | Sqm | 6600 | 1,163.1 | 76,76,460 |
| 96 | Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | cum | 1400 | 10,006.65 | 1,40,09,310 |
| 97 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 440 | 623.8 | 2,74,472 |
| 98 | 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 | 215 | 8,613.55 | 18,51,913.25 |
| 99 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | cum | 320 | 2,775.65 | 8,88,208 |
| 100 | With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 670 | 4,537.25 | 30,39,957.5 |
| 101 | Providing and laying matt finished vitrified tile 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 | 575 | 1,250.75 | 7,19,181.25 |
| 102 | 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 | 530 | 1,719 | 9,11,070 |
| 103 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 1560 | 1,011.2 | 15,77,472 |
| 104 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 36 | 5,781.35 | 2,08,128.6 |
| 105 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 14 | 5,540.55 | 77,567.7 |
| 106 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 25 | 2,275 | 56,875 |
| 107 | 15 mm dia nominal bore | Metre | 1170 | 304.15 | 3,55,855.5 |
| 108 | 20 mm dia nominal bore | Metre | 900 | 373.35 | 3,36,015 |
| 109 | 25 mm dia nominal bore | Metre | 750 | 491.2 | 3,68,400 |
| 110 | 40 mm dia nominal bore | Metre | 375 | 558.35 | 2,09,381.25 |
| 111 | 50 mm dia nominal bore | Metre | 1900 | 654.2 | 12,42,980 |
| 112 | 80 mm dia nominal bore | Metre | 1900 | 919.1 | 17,46,290 |
| 113 | 15 mm nominal bore | Each | 85 | 348.85 | 29,652.25 |
| 114 | Class I | Each | 11 | 4,097.9 | 45,076.9 |
| 115 | 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 | 13500 | 9.7 | 1,30,950 |
| 116 | 250 mm dia. R.C.C. pipe | Metre | 1020 | 811.15 | 8,27,373 |
| 117 | Square shape 450 mm internal dimension | Each | 51 | 1,257.4 | 64,127.4 |
| 118 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 2000 | 474.7 | 9,49,400 |
| 119 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 1580 | 573.4 | 9,05,972 |
| 120 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 42 | 951.05 | 39,944.1 |
| 121 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 84 | 1,325.55 | 1,11,346.2 |
| 122 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 610 | 585.55 | 3,57,185.5 |
| 123 | 400 mm dia | Metre | 580 | 828.85 | 4,80,733 |
| 124 | 400 mm dia | Metre | 133 | 1,036.1 | 1,37,801.3 |
| 125 | 200 mm nominal size dia | Metre | 530 | 951.95 | 5,04,533.5 |
| 126 | 200 mm nominal size dia | Metre | 138 | 1,099.25 | 1,51,696.5 |
| 127 | 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 | 440 | 916.8 | 4,03,392 |
| 128 | 200 mm dia | Each | 8 | 280.95 | 2,247.6 |
| 129 | 200 mm clamp | Each | 8 | 1,827 | 14,616 |
| 130 | 150 mm dia | Each | 5 | 281.75 | 1,408.75 |
| 131 | 200 mm dia | Each | 3 | 308.55 | 925.65 |
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