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Tender Value
₹14.5 Cr
EMD Value
₹28.9 L
Closing Date
18 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, platform surfacing including compliance of divyang facilities, PF shelters & Misc Finishing works at SUBZI MANDI & PATAUDI ROAD Railway Stations under the Amrit Stations Scheme.
CPM-DLI-NIT-04-2026-27
CPM-DLI-NIT-04-2026-27
Open
Works - General
9 Months
Delhi, Delhi
₹0
₹28.9 L
18 May 2026
25 Apr 2026
4 May 2026
219 items across 3 schedules · ₹3,02,612.64 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 1642 | 144.32 | 2,36,973.44 |
| 2 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 2000 | 411.3 | 8,22,600 |
| 3 | All kinds of soil | cum | 4500 | 205.45 | 9,24,525 |
| 4 | All kinds of soil. | cum | 700 | 286.85 | 2,00,795 |
| 5 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 450 | 169.35 | 76,207.5 |
| 6 | Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 50 | 197.6 | 9,880 |
| 7 | 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 | 2140 | 253.95 | 5,43,453 |
| 8 | 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 | 4100 | 368.65 | 15,11,465 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 300 | 2,161.2 | 6,48,360 |
| 10 | All kinds of soil | Sqm | 1450 | 28.15 | 40,817.5 |
| 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 | 150 | 7,365.15 | 11,04,772.5 |
| 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 | 200 | 6,833.4 | 13,66,680 |
| 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 | 500 | 6,326.05 | 31,63,025 |
| 14 | 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 | 50 | 9,375.2 | 4,68,760 |
| 15 | Foundations, footings, bases for columns | Sqm | 15 | 307.95 | 4,619.25 |
| 16 | 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 | 110 | 370.85 | 40,793.5 |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 950 | 307.95 | 2,92,552.5 |
| 18 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 750 | 669.55 | 5,02,162.5 |
| 19 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2050 | 766.55 | 15,71,427.5 |
| 20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1150 | 608.35 | 6,99,602.5 |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 700 | 804.25 | 5,62,975 |
| 22 | 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 | 298 | 9,673.5 | 28,82,703 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 110000 | 89.65 | 98,61,500 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 60000 | 89.65 | 53,79,000 |
| 25 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 500 | 64.7 | 32,350 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 950 | 8,683.8 | 82,49,610 |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 25 | 8,825.35 | 2,20,633.75 |
| 28 | Concrete of M40 grade with minimum cement content of 390 kg/cum | cum | 250 | 9,108.5 | 22,77,125 |
| 29 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 350 | 10,306.2 | 36,07,170 |
| 30 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 50 | 10,477.75 | 5,23,887.5 |
| 31 | Concrete of M40 grade with minimum cement content of 390 kg /cum | cum | 40 | 10,730.9 | 4,29,236 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 530 | 6,658.25 | 35,28,872.5 |
| 33 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 180 | 8,512.1 | 15,32,178 |
| 34 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 600 | 8,288.35 | 49,73,010 |
| 35 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 50 | 1,018.05 | 50,902.5 |
| 36 | Area of slab upto 0.50 sqm | Sqm | 200 | 4,679.35 | 9,35,870 |
| 37 | Area of slab over 0.50 sqm | Sqm | 70 | 4,425.35 | 3,09,774.5 |
| 38 | 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 | 800 | 1,063.45 | 8,50,760 |
| 39 | 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 | 250 | 4,474.2 | 11,18,550 |
| 40 | 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : | Sqm | 50 | 2,682.05 | 1,34,102.5 |
| 41 | Kiln seasoned and chemically treated hollock wood | Sqm | 50 | 3,140.15 | 1,57,007.5 |
| 42 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | Each | 300 | 194.35 | 58,305 |
| 43 | 250x16 mm | Each | 30 | 234.9 | 7,047 |
| 44 | 250x10 mm | Each | 30 | 104.4 | 3,132 |
| 45 | 150x10 mm | Each | 160 | 75.55 | 12,088 |
| 46 | 125 mm | Each | 200 | 60.05 | 12,010 |
| 47 | Single rubber stopper | Each | 100 | 35.5 | 3,550 |
| 48 | Twin rubber stopper | Each | 15 | 62.25 | 933.75 |
| 49 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 50 | 3,496.75 | 1,74,837.5 |
| 50 | Kiln seasoned and chemically treated hollock wood | Sqm | 200 | 3,429.7 | 6,85,940 |
| 51 | 200 mm | Each | 30 | 153.15 | 4,594.5 |
| 52 | 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 | 20000 | 111.95 | 22,39,000 |
| 53 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 10000 | 114.65 | 11,46,500 |
| 54 | Hot finished welded type tubes | Kg | 2000 | 154.9 | 3,09,800 |
| 55 | Electric resistance or induction butt welded tubes | Kg | 120000 | 140.85 | 1,69,02,000 |
| 56 | 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 | 80 | 185.2 | 14,816 |
| 57 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 600 | 88.5 | 53,100 |
| 58 | Providing and fixing bolts including nuts and washers complete. | Kg | 400 | 140.15 | 56,060 |
| 59 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 5000 | 142.3 | 7,11,500 |
| 60 | M.S. tube | Kg | 500 | 157.15 | 78,575 |
| 61 | 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 | 9800 | 612.25 | 60,00,050 |
| 62 | Galvanised M.S. Wire gauge with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 40 | 732.2 | 29,288 |
| 63 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 50 | 971.55 | 48,577.5 |
| 64 | 25 mm thick | Sqm | 2700 | 1,706.6 | 46,07,820 |
| 65 | 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 | 50 | 2,038.55 | 1,01,927.5 |
| 66 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 200 | 1,107.05 | 2,21,410 |
| 67 | Size of Tile 600x600 mm | Sqm | 1100 | 1,416.65 | 15,58,315 |
| 68 | Size of Tile 600 x 1200 mm | Sqm | 450 | 1,407.05 | 6,33,172.5 |
| 69 | Size of Tile 600 x 600 mm | Sqm | 1000 | 1,311.05 | 13,11,050 |
| 70 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 200 | 2,589.9 | 5,17,980 |
| 71 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 150 | 3,908.8 | 5,86,320 |
| 72 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 250 | 2,677.9 | 6,69,475 |
| 73 | 0.80 mm thick with zinc coating not less than 275 gm/sqm | Sqm | 1000 | 1,135.45 | 11,35,450 |
| 74 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 150 | 905.8 | 1,35,870 |
| 75 | In 75x75 mm deep chase | Metre | 200 | 260.2 | 52,040 |
| 76 | 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 | 50 | 266.6 | 13,330 |
| 77 | 110 mm diameter | Metre | 1900 | 319.75 | 6,07,525 |
| 78 | 110x110x110 mm | Each | 10 | 190.75 | 1,907.5 |
| 79 | 110 mm bend | Each | 18 | 132 | 2,376 |
| 80 | 110 mm | Each | 65 | 309.5 | 20,117.5 |
| 81 | 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 | 10 | 47.9 | 479 |
| 82 | 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 | 2200 | 671.55 | 14,77,410 |
| 83 | 1:6 (1 cement: 6 fine sand) | Sqm | 1400 | 282 | 3,94,800 |
| 84 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2000 | 294.35 | 5,88,700 |
| 85 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2000 | 339.1 | 6,78,200 |
| 86 | Two or more coats on new work | Sqm | 500 | 92.75 | 46,375 |
| 87 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2000 | 97.6 | 1,95,200 |
| 88 | 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 | 4000 | 158.95 | 6,35,800 |
| 89 | Two or more coats on new work | Sqm | 4400 | 131.45 | 5,78,380 |
| 90 | 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 | 3100 | 123.85 | 3,83,935 |
| 91 | Two coats | Sqm | 400 | 90.05 | 36,020 |
| 92 | One or more coats on old work | Sqm | 200 | 86.55 | 17,310 |
| 93 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 800 | 94.15 | 75,320 |
| 94 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 300 | 462.3 | 1,38,690 |
| 95 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 500 | 2,007.1 | 10,03,550 |
| 96 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 140 | 1,239.6 | 1,73,544 |
| 97 | 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 | 230 | 2,928.1 | 6,73,463 |
| 98 | In cement mortar | cum | 150 | 1,698.45 | 2,54,767.5 |
| 99 | From brick work in cement mortar | 1000 Nos. | 12000 | 5,522.25 | 66,267 |
| 100 | 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 | 500 | 4.65 | 2,325 |
| 101 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres | kg per metre span | 1000 | 0.7 | 700 |
| 102 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. | kg per metre height | 1000 | 0.7 | 700 |
| 103 | For thickness of tiles 10 mm to 25 mm | Sqm | 100 | 60.5 | 6,050 |
| 104 | G.S. Sheet | Sqm | 100 | 136 | 13,600 |
| 105 | 15 mm to 40 mm nominal bore | Metre | 50 | 124.1 | 6,205 |
| 106 | Above 40 mm nominal bore | Metre | 50 | 134.25 | 6,712.5 |
| 107 | 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 | 500 | 45.05 | 22,525 |
| 108 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 100 | 2,328.55 | 2,32,855 |
| 109 | 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 | 1700 | 219.35 | 3,72,895 |
| 110 | Cement concrete prepared with batch mixing machine | cum | 400 | 9,492.9 | 37,97,160 |
| 111 | Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | cum | 1500 | 10,006.65 | 1,50,09,975 |
| 112 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 950 | 10,870.75 | 1,03,27,212.5 |
| 113 | Overhead informatory road signage | Sqm | 58 | 5,609.55 | 3,25,353.9 |
| 114 | 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 | 500 | 623.8 | 3,11,900 |
| 115 | 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 | 100 | 8,613.55 | 8,61,355 |
| 116 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 1150 | 2,658.1 | 30,56,815 |
| 117 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 1150 | 4,256.3 | 48,94,745 |
| 118 | With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 255 | 4,537.25 | 11,56,998.75 |
| 119 | Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. | Sqm | 300 | 1,866.2 | 5,59,860 |
| 120 | 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 | 60 | 1,250.75 | 75,045 |
| 121 | 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 | 1040 | 1,719 | 17,87,760 |
| 122 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 1800 | 1,011.2 | 18,20,160 |
| 123 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 12 | 5,781.35 | 69,376.2 |
| 124 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 5,540.55 | 66,486.6 |
| 125 | Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern | Each | 4 | 15,564.35 | 62,257.4 |
| 126 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 1,913.75 | 19,137.5 |
| 127 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 12 | 1,404 | 16,848 |
| 128 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 12 | 1,500.05 | 18,000.6 |
| 129 | 610x460 mm bowl depth 200 mm | Each | 8 | 3,337.85 | 26,702.8 |
| 130 | Orissa pattern W.C. pan of size 580x440 mm | Each | 10 | 2,758.2 | 27,582 |
| 131 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 10 | 2,403.65 | 24,036.5 |
| 132 | 10 litre capacity - coloured | Each | 10 | 989.6 | 9,896 |
| 133 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 10 | 6,119.15 | 61,191.5 |
| 134 | 32 mm dia | Each | 50 | 90.95 | 4,547.5 |
| 135 | 15 mm nominal dia Pipes | Metre | 150 | 441.15 | 66,172.5 |
| 136 | 20 mm nominal dia Pipes | Metre | 100 | 513.75 | 51,375 |
| 137 | 25 mm nominal dia Pipes | Metre | 100 | 626.05 | 62,605 |
| 138 | 32 mm nominal dia Pipes | Metre | 100 | 712.75 | 71,275 |
| 139 | 15 mm nominal dia Pipes | Metre | 100 | 221.35 | 22,135 |
| 140 | 20 mm nominal dia Pipes | Metre | 200 | 275.25 | 55,050 |
| 141 | 25 mm nominal dia Pipes | Metre | 100 | 370.65 | 37,065 |
| 142 | 40 mm nominal dia Pipes | Metre | 150 | 559.2 | 83,880 |
| 143 | 50 mm nominal dia Pipes | Metre | 1500 | 811.85 | 12,17,775 |
| 144 | 65 mm nominal dia Pipes | Metre | 500 | 1,576.9 | 7,88,450 |
| 145 | 15 mm dia nominal bore | Metre | 100 | 304.15 | 30,415 |
| 146 | 20 mm dia nominal bore | Metre | 200 | 373.35 | 74,670 |
| 147 | 25 mm dia nominal bore | Metre | 100 | 491.2 | 49,120 |
| 148 | 50 mm dia nominal bore | Metre | 600 | 893.2 | 5,35,920 |
| 149 | 15 mm dia nominal bore | Metre | 200 | 485.2 | 97,040 |
| 150 | 25 mm dia nominal bore | Metre | 140 | 417.95 | 58,513 |
| 151 | 50 mm dia nominal bore | Metre | 80 | 654.2 | 52,336 |
| 152 | 15 mm nominal bore | Each | 20 | 303.85 | 6,077 |
| 153 | 25 mm nominal bore | Each | 10 | 532.35 | 5,323.5 |
| 154 | 15 mm nominal bore | Each | 50 | 348.85 | 17,442.5 |
| 155 | 20 mm nominal bore | Each | 50 | 397.45 | 19,872.5 |
| 156 | 15 mm nominal bore | Each | 50 | 85.2 | 4,260 |
| 157 | 100 mm diameter | Each | 8 | 166.35 | 1,330.8 |
| 158 | 15 mm nominal bore | Each | 40 | 262.3 | 10,492 |
| 159 | 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 | 10000 | 9.7 | 97,000 |
| 160 | 15 mm nominal bore | Each | 20 | 594.75 | 11,895 |
| 161 | 15mm nominal bore | Each | 100 | 500.35 | 50,035 |
| 162 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 109.85 | 5,492.5 |
| 163 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 20 | 156.65 | 3,133 |
| 164 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 103.15 | 5,157.5 |
| 165 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 50 | 113.85 | 5,692.5 |
| 166 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 30 | 96.45 | 2,893.5 |
| 167 | 150 mm dia Ductile Iron Double Flanged | Metre | 450 | 2,312.9 | 10,40,805 |
| 168 | 150 mm dia. R.C.C. pipe | Metre | 100 | 493.1 | 49,310 |
| 169 | 250 mm dia. R.C.C. pipe | Metre | 1000 | 811.15 | 8,11,150 |
| 170 | 300 mm dia. R.C.C. pipe | Metre | 100 | 902.05 | 90,205 |
| 171 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 24 | 11,687.1 | 2,80,490.4 |
| 172 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 10 | 8,127.45 | 81,274.5 |
| 173 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 466.3 | 93,260 |
| 174 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 300 | 564.8 | 1,69,440 |
| 175 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 50 | 1,019.8 | 50,990 |
| 176 | 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 | 550 | 585.55 | 3,22,052.5 |
| 177 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 850 | 1,522.95 | 12,94,507.5 |
| 178 | 300 mm dia | Metre | 200 | 592.05 | 1,18,410 |
| 179 | 350 mm dia | Metre | 200 | 647.55 | 1,29,510 |
| 180 | 300 mm dia | Metre | 200 | 690.7 | 1,38,140 |
| 181 | 200 mm nominal size dia | Metre | 200 | 951.95 | 1,90,390 |
| 182 | 200 mm nominal size dia | Metre | 140 | 1,099.25 | 1,53,895 |
| 183 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 40 | 1,302.3 | 52,092 |
| 184 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 40 | 1,309 | 52,360 |
| 185 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 40 | 1,309 | 52,360 |
| 186 | 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 | 200 | 916.8 | 1,83,360 |
| 187 | 200 mm dia | Each | 4 | 280.95 | 1,123.8 |
| 188 | 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 | 125 | 1,630.4 | 2,03,800 |
| 189 | Frame size 65 x 100 mm | Metre | 90 | 1,000.15 | 90,013.5 |
| 190 | 35 mm thick | Sqm | 35 | 4,929.8 | 1,72,543 |
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