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Tender Value
₹86.8 Cr
EMD Value
₹1.7 Cr
Closing Date
20 Apr 2026, 3:00 pmClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
Yes
08/04/2026 11:00
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
RDSO DTT
14 conditions · 2 needing a document upload
"Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or ""V"" whichever is less crores; 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-VIII, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. "
"(a)The tenderer must have successfully completed/substentially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of 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/substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works , each costing not less than the amount equal to 40% of advertised value of each component of tender, ora One similar work, each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values for each component can also be considered for fulfillment of technical eligibility criteria. (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. Any work or set of works shall be considered to be a separate component, only when cost of the component is more than Rs. 2 crore each. The tenderer shall submit the completion certificate as per proforma given in annexure-IV-A or IV-B or IV-C as applicable or in the format containing all information as required as per the Annex. IV-A or IV-B or IV-C. Note :- Criteria for the completed work/Substantially completed has been given in the General instructions in the tender document. "
Similar Nature of Work: Construction of multistory building with RCC/ PSC/Steel framed building above G+ 2 storeys.
65 conditions · 18 needing a document upload
"Mandatory in case Bid security amount is prescribed in STD Para 5.1.2 - The Bid Security shall be deposited in cash through e-payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- XXXII and shall be valid for a period of 90days beyond the bid validity period. "
In case the tenderer is (i)Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' - shall be exempted from payment of Bid security deposit and shall submit certified copy of the registration/ Valid document issued by DIPP (mandatory if applicable)
In case the tenderer is (iii) Labour Cooperative Societies - shall deposit only 50% of the Earnest Money Deposit and shall submit certified copy of the registration/ Valid document issued by the relevant Ministry/ Labour commission (mandatory if applicable).
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.
The Minimum Increment as mentioed in the Clause no. 26.1 (b), Annexure C, Para 2 of the "GENERAL INSTRUCTIONS" of Tender Document will be as per railway board guidelines or as approved by Tender accepting authority . (Applicable to the works and service tenders of value more than Rs.50 crore.)
I/We have read the various conditions to tender attached here to and agree to abide by the said conditions. I/We also agree to keep this tender open for acceptance for a period as mentioned in NIT header from the date fixed for opening the same and in default thereof, I/We will be liable for forfeiture of my/our "Bid security". I/We offer to do the work for North Western Railway, at the rates quoted in the attached schedule and hereby bind myself/ourselves to complete the work in all respects within time period as mentioned in the NIT Header from the date of issue of letter of acceptance of the tender.
I/We also hereby agree to abide by the General Conditions of Contract-2022 corrected up- to- date and to carry out the work according to the Special Conditions of Contract and Indian Railways Unified Standard Specifications (Materials and Works) 2021 as corrected up-to-date, Unified Standard Schedule of Rates of North-Western Railway - 2021 as corrected up-to-date & C P W D DSR-2021 and Specification 2019 (for the present contract)
Composite work for Construction of Office building, Officer's quarters type-V at Ganapati Nagar Railway Colony and Staff quarters type-II and type-III, type-IV, Officer Rest House, Subordinate's rest house at Loco Railway Colony, Landscaping, Overhead water tank 2, 50,000 Liter capacity, STP with 50 KLD capacity for RDSO in connection with RDSO Dedicated test track & other ancillary works at Jaipur.
NWR-SC-Civil-410640123
NWR-SC-Civil-410640123
Open
Works - General
18 Months
Jaipur, Rajasthan
₹0
₹1.7 Cr
20 Apr 2026
26 Mar 2026
6 Apr 2026
8 Apr 2026
397 items across 16 schedules · ₹2,22,36,745.12 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 17500 | 177.5 | 31,06,250 |
| 2 | Ordinary rock | cum | 50 | 498.9 | 24,945 |
| 3 | All kinds of soil. | cum | 4500 | 260.3 | 11,71,350 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 8500 | 196 | 16,66,000 |
| 5 | 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 | 4500 | 700.5 | 31,52,250 |
| 6 | All kinds of soil | cum | 8000 | 126.8 | 10,14,400 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 600 | 2,123.75 | 12,74,250 |
| 8 | All kinds of soil | Sqm | 5000 | 34.15 | 1,70,750 |
| 9 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 3000 | 17.6 | 52,800 |
| 10 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 2000 | 234.75 | 4,69,500 |
| 11 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 500 | 53.45 | 26,725 |
| 12 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 4500 | 310.05 | 13,95,225 |
| 13 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 100 | 8,340.85 | 8,34,085 |
| 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 | 500 | 7,878.5 | 39,39,250 |
| 15 | 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 | 1800 | 7,294.7 | 1,31,30,460 |
| 16 | 1:1 1/2:3 (1 cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 100 | 10,357.55 | 10,35,755 |
| 17 | Foundations, footings, bases for columns | Sqm | 1690 | 392.15 | 6,62,733.5 |
| 18 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 100 | 842.5 | 84,250 |
| 19 | Columns, piers, abutments, pillars, posts and struts | Sqm | 500 | 961.3 | 4,80,650 |
| 20 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 100 | 8,340.85 | 8,34,085 |
| 21 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 200 | 17,889.25 | 35,77,850 |
| 22 | 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 | 200 | 410.85 | 82,170 |
| 23 | 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 50 kg cement used | 2000 | 18.15 | 36,300 |
| 24 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | Sqm | 200 | 146.15 | 29,230 |
| 25 | Making plinth protection 50 mm 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 75 mm 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 | 1800 | 749.3 | 13,48,740 |
| 26 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 850 | 392.15 | 3,33,327.5 |
| 27 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 1500 | 842.5 | 12,63,750 |
| 28 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 22000 | 927.25 | 2,03,99,500 |
| 29 | Shelves (Cast in situ) | Sqm | 100 | 927.25 | 92,725 |
| 30 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 14000 | 736.4 | 1,03,09,600 |
| 31 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 12000 | 961.3 | 1,15,35,600 |
| 32 | Stairs, (excluding landings) except spiral-staircases | Sqm | 750 | 764.95 | 5,73,712.5 |
| 33 | Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like | Sqm | 500 | 964.85 | 4,82,425 |
| 34 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 350 | 951.1 | 3,32,885 |
| 35 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 150 | 384.3 | 57,645 |
| 36 | Mild steel and Medium Tensile steel bars | Kg | 2000 | 107.1 | 2,14,200 |
| 37 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 380000 | 107.85 | 4,09,83,000 |
| 38 | Mild steel and Medium Tensile steel bars | Kg | 1000 | 107.1 | 1,07,100 |
| 39 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1160000 | 107.85 | 12,51,06,000 |
| 40 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3000 | 9,504.75 | 2,85,14,250 |
| 41 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 100 | 9,655.7 | 9,65,570 |
| 42 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 9000 | 9,860.4 | 8,87,43,600 |
| 43 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 100 | 10,011.35 | 10,01,135 |
| 44 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 3200 | 733.5 | 23,47,200 |
| 45 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 7,132.25 | 14,26,450 |
| 46 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 4500 | 9,105.95 | 4,09,76,775 |
| 47 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 9000 | 1,123.8 | 1,01,14,200 |
| 48 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1850 | 7,311.25 | 1,35,25,812.5 |
| 49 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 9,275.45 | 9,27,545 |
| 50 | Red sand stone | cum | 10 | 93,741.1 | 9,37,411 |
| 51 | Red sand stone | Sqm | 940 | 14,931.55 | 1,40,35,657 |
| 52 | Area of slab upto 0.50 sqm | Sqm | 100 | 3,414.8 | 3,41,480 |
| 53 | Area of slab over 0.50 sqm | Sqm | 1500 | 3,078.4 | 46,17,600 |
| 54 | Granite work | Metre | 5000 | 510.95 | 25,54,750 |
| 55 | Stainless steel cramps | Kg | 200 | 714.4 | 1,42,880 |
| 56 | Fastener with threaded dia 6 mm | Each | 500 | 36.75 | 18,375 |
| 57 | Fastener with threaded dia 10 mm | Each | 500 | 40 | 20,000 |
| 58 | Fastener with threaded dia 12 mm | Each | 500 | 61.7 | 30,850 |
| 59 | Granite Stone of approved shade | Sqm | 20 | 4,051.85 | 81,037 |
| 60 | 40 mm thick | Sqm | 1240 | 5,542.6 | 68,72,824 |
| 61 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. | Kg | 200 | 714.4 | 1,42,880 |
| 62 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. | Each | 1000 | 43.9 | 43,900 |
| 63 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 520 | 1,800.45 | 9,36,234 |
| 64 | 25 mm dia | Metre | 1500 | 525.55 | 7,88,325 |
| 65 | Fixed to steel windows by welding | Kg | 3430 | 219.1 | 7,51,513 |
| 66 | 125x65x2.12 mm | Each | 2500 | 53 | 1,32,500 |
| 67 | 125 mm | Each | 450 | 256.65 | 1,15,492.5 |
| 68 | 100 mm | Each | 100 | 234.7 | 23,470 |
| 69 | 75 mm | Each | 450 | 184.95 | 83,227.5 |
| 70 | 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 | 80 | 983.15 | 78,652 |
| 71 | 300x16 mm | Each | 800 | 303.25 | 2,42,600 |
| 72 | 250x10 mm | Each | 850 | 115.15 | 97,877.5 |
| 73 | 125 mm | Each | 1000 | 66.25 | 66,250 |
| 74 | 75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: part 3 (Board with BIS certification marks) | Sqm | 270 | 2,131.1 | 5,75,397 |
| 75 | Fire retardant plywood conforming to IS: 5509 | Sqm | 100 | 2,777.7 | 2,77,770 |
| 76 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 20000 | 117.35 | 23,47,000 |
| 77 | 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 | 8500 | 133.7 | 11,36,450 |
| 78 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 150 | 11,439.6 | 17,15,940 |
| 79 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 200 | 640.2 | 1,28,040 |
| 80 | 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 | 882 | 195.2 | 1,72,166.4 |
| 81 | Electric resistance or induction butt welded tubes | Kg | 1000 | 194.4 | 1,94,400 |
| 82 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 20 | 226 | 4,520 |
| 83 | 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 | 500 | 220.65 | 1,10,325 |
| 84 | Providing and fixing bolts including nuts and washers complete. | Kg | 1500 | 159.35 | 2,39,025 |
| 85 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1500 | 172.6 | 2,58,900 |
| 86 | M.S. tube | Kg | 2850 | 196.8 | 5,60,880 |
| 87 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 4000 | 772.4 | 30,89,600 |
| 88 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 1500 | 614.2 | 9,21,300 |
| 89 | 25 mm thick | Sqm | 500 | 1,948.25 | 9,74,125 |
| 90 | 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 | 500 | 2,354.7 | 11,77,350 |
| 91 | Providing and fixing 1st quality ceramic glazed floor 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 | 1500 | 1,112.7 | 16,69,050 |
| 92 | Size of Tile 600 x 600 mm | Sqm | 8000 | 1,453.65 | 1,16,29,200 |
| 93 | Size of Tile 600 x 1200 mm | Sqm | 2000 | 1,577.15 | 31,54,300 |
| 94 | Size of Tile 600 x 600 mm | Sqm | 500 | 1,502.75 | 7,51,375 |
| 95 | Size of Tile 800 x 800 mm | Sqm | 500 | 1,728.8 | 8,64,400 |
| 96 | Size of Tile 1200 x 1200 mm | Sqm | 800 | 2,541 | 20,32,800 |
| 97 | Size of Tile 600 x 600 mm | Sqm | 500 | 1,464.85 | 7,32,425 |
| 98 | Size of Tile 600 x 1200 mm | Sqm | 500 | 1,797.3 | 8,98,650 |
| 99 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 1100 | 3,186.7 | 35,05,370 |
| 100 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 3250 | 3,071.05 | 99,80,912.5 |
| 101 | In 75x75 mm deep chase | Metre | 200 | 305.15 | 61,030 |
| 102 | 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 | 298.25 | 14,912.5 |
| 103 | 110 mm diameter | Metre | 1000 | 377.4 | 3,77,400 |
| 104 | 110 mm | Each | 100 | 136.15 | 13,615 |
| 105 | 110x110x110 mm | Each | 50 | 234.15 | 11,707.5 |
| 106 | 110 mm bend | Each | 500 | 150.35 | 75,175 |
| 107 | 110 mm Shoe | Each | 50 | 131.85 | 6,592.5 |
| 108 | 110 mm | Each | 570 | 371.3 | 2,11,641 |
| 109 | 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 | 50 | 54.7 | 2,735 |
| 110 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 1500 | 1,355.8 | 20,33,700 |
| 111 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 500 | 738.65 | 3,69,325 |
| 112 | GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 850 | 1,902.95 | 16,17,507.5 |
| 113 | 1:4 (1 cement: 4 fine sand) | Sqm | 25500 | 347.05 | 88,49,775 |
| 114 | 1:6 (1 cement: 6 fine sand) | Sqm | 16200 | 383 | 62,04,600 |
| 115 | 1:6 (1 cement: 6 fine sand) | Sqm | 9000 | 450 | 40,50,000 |
| 116 | 1:3 (1 cement : 3 fine sand) | Sqm | 1000 | 300.45 | 3,00,450 |
| 117 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5000 | 262.7 | 13,13,500 |
| 118 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 500 | 185.65 | 92,825 |
| 119 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 15000 | 171.1 | 25,66,500 |
| 120 | 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 | 45000 | 193.7 | 87,16,500 |
| 121 | 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 | 54500 | 156.05 | 85,04,725 |
| 122 | Two coats | Sqm | 212 | 142.8 | 30,273.6 |
| 123 | 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 | 212 | 25.15 | 5,331.8 |
| 124 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 125 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 50 | 1,503.6 | 75,180 |
| 126 | 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 | 250 | 3,551.25 | 8,87,812.5 |
| 127 | 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 | 50 | 1,147.2 | 57,360 |
| 128 | In cement mortar | cum | 500 | 2,060.2 | 10,30,100 |
| 129 | In cement mortar | cum | 200 | 2,458.95 | 4,91,790 |
| 130 | Of area 3 sq. metres and below | Each | 30 | 367.2 | 11,016 |
| 131 | Of area beyond 3 sq. metres | Each | 30 | 502.75 | 15,082.5 |
| 132 | Of area 3 sq. metres and below | Each | 20 | 143.5 | 2,870 |
| 133 | Of area beyond 3 sq. metres | Each | 20 | 188.9 | 3,778 |
| 134 | Of sectional area 40 square centimetres and above | cum | 20 | 4,459.1 | 89,182 |
| 135 | Of sectional area below 40 square centimetres | Metre | 50 | 17.85 | 892.5 |
| 136 | R.S. Joists | Kg | 200 | 3.4 | 680 |
| 137 | Channels, angles, tees and flats | Kg | 200 | 2.3 | 460 |
| 138 | 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 | 200 | 5.65 | 1,130 |
| 139 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 100 | 3.85 | 385 |
| 140 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in-charge. | cum | 500 | 420.8 | 2,10,400 |
| 141 | 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 earth with lead upto 50 metres. | Sqm | 5652 | 218.9 | 12,37,222.8 |
| 142 | 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 | 1687 | 1,046.95 | 17,66,204.65 |
| 143 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 5000 | 60.5 | 3,02,500 |
| 144 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 500 | 48.2 | 24,100 |
| 145 | With paving Asphalt grade VG - 30 with no solvent | Sqm | 5500 | 294.95 | 16,22,225 |
| 146 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 5500 | 88.55 | 4,87,025 |
| 147 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 1690 | 11,098.45 | 1,87,56,380.5 |
| 148 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 5000 | 55.5 | 2,77,500 |
| 149 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion j o i n t s in roads / pavements all complete as per direction of the Engineer-in-Charge. | per cm depth per cm width per metre length | 5500 | 8.65 | 47,575 |
| 150 | New work (Two or more coats) | Sqm | 250 | 288.9 | 72,225 |
| 151 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. | Each | 8 | 8,154.35 | 65,234.8 |
| 152 | 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 | 747.8 | 3,73,900 |
| 153 | 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 500 | 10,117.6 | 50,58,800 |
| 154 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 3750 | 2,914.3 | 1,09,28,625 |
| 155 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in- Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in- Charge.. | Metre | 500 | 3,439.5 | 17,19,750 |
| 156 | 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 | 500 | 1,455.65 | 7,27,825 |
| 157 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 4500 | 1,091.5 | 49,11,750 |
| 158 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer- in-Charge. | Sqm | 1200 | 3,081.95 | 36,98,340 |
| 159 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 160 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 160 | 6,515.55 | 10,42,488 |
| 161 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 10 | 12,071.75 | 1,20,717.5 |
| 162 | Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern | Each | 10 | 22,058.25 | 2,20,582.5 |
| 163 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 250 | 2,226.35 | 5,56,587.5 |
| 164 | 510x1040 mm bowl depth 250 mm | Each | 70 | 6,945.6 | 4,86,192 |
| 165 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 190 | 349.15 | 66,338.5 |
| 166 | 10 litre (full flush) capacity-white | Each | 190 | 2,243.75 | 4,26,312.5 |
| 167 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 70 | 1,034.8 | 72,436 |
| 168 | 32 mm dia | Each | 250 | 119.55 | 29,887.5 |
| 169 | Providing and fixing 600x450 mm bevelled 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 | 140 | 1,607.95 | 2,25,113 |
| 170 | Circular shape 450 mm dia | Each | 20 | 1,479.05 | 29,581 |
| 171 | Rectangular shape 453x357 mm | Each | 20 | 1,361.8 | 27,236 |
| 172 | Oval shape 450x350 mm (outer dimensions) | Each | 20 | 1,377.1 | 27,542 |
| 173 | Rectangular shape 1500x450 mm | Each | 20 | 2,093 | 41,860 |
| 174 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 190 | 1,083.5 | 2,05,865 |
| 175 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 50 | 224.95 | 11,247.5 |
| 176 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 50 | 265.05 | 13,252.5 |
| 177 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 50 | 450.95 | 22,547.5 |
| 178 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 150 | 696.75 | 1,04,512.5 |
| 179 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 150 | 1,301.35 | 1,95,202.5 |
| 180 | 40 mm nominal dia Pipes | Metre | 600 | 702.95 | 4,21,770 |
| 181 | 50 mm nominal dia Pipes | Metre | 600 | 934.15 | 5,60,490 |
| 182 | 15 mm nominal dia Pipes | Metre | 9500 | 497.8 | 47,29,100 |
| 183 | 20 mm nominal dia Pipes | Metre | 2500 | 537.6 | 13,44,000 |
| 184 | 25 mm nominal dia Pipes | Metre | 850 | 627.25 | 5,33,162.5 |
| 185 | 32 mm nominal dia Pipes | Metre | 550 | 739.3 | 4,06,615 |
| 186 | 15 mm nominal dia Pipes | Metre | 200 | 244.7 | 48,940 |
| 187 | 20 mm nominal dia Pipes | Metre | 200 | 274.3 | 54,860 |
| 188 | 25 mm nominal dia Pipes | Metre | 150 | 355.4 | 53,310 |
| 189 | 32 mm nominal dia Pipes | Metre | 150 | 438.6 | 65,790 |
| 190 | 40 mm nominal dia Pipes | Metre | 150 | 563.05 | 84,457.5 |
| 191 | 50 mm nominal dia Pipes | Metre | 1000 | 794.25 | 7,94,250 |
| 192 | 65 mm nominal dia Pipes | Metre | 300 | 1,674.4 | 5,02,320 |
| 193 | 80 mm nominal dia Pipes | Metre | 300 | 2,166.35 | 6,49,905 |
| 194 | 100 mm nominal dia Pipes | Metre | 500 | 3,271.7 | 16,35,850 |
| 195 | 15 mm nominal bore | Each | 200 | 353.25 | 70,650 |
| 196 | 40 mm nominal bore | Each | 50 | 826.1 | 41,305 |
| 197 | 15 mm nominal bore | Each | 200 | 406.85 | 81,370 |
| 198 | 25 mm nominal bore | Each | 200 | 464.05 | 92,810 |
| 199 | 15 mm nominal bore | Each | 20 | 329.3 | 6,586 |
| 200 | 15 mm nominal bore | Each | 100 | 85 | 8,500 |
| 201 | 20 mm nominal bore | Each | 100 | 93.55 | 9,355 |
| 202 | 15 mm nominal bore | Each | 100 | 97.75 | 9,775 |
| 203 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 50 | 1,992.6 | 99,630 |
| 204 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 20 | 10,862.4 | 2,17,248 |
| 205 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 100000 | 11 | 11,00,000 |
| 206 | 250 mm diameter | Metre | 250 | 1,505.6 | 3,76,400 |
| 207 | 200 mm diameter S.W. pipe | Metre | 266 | 1,375.45 | 3,65,869.7 |
| 208 | 250 mm diameter S.W. pipe | Metre | 500 | 1,590.55 | 7,95,275 |
| 209 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 100 | 2,802.15 | 2,80,215 |
| 210 | 300 mm dia. R.C.C. pipe | Metre | 300 | 994.3 | 2,98,290 |
| 211 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 12,770.55 | 1,27,705.5 |
| 212 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 10 | 8,825.4 | 88,254 |
| 213 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 12,725 | 1,27,250 |
| 214 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 21500 | 530.9 | 1,14,14,350 |
| 215 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 4000 | 634.45 | 25,37,800 |
| 216 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 500 | 1,139.3 | 5,69,650 |
| 217 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 700 | 1,176.8 | 8,23,760 |
| 218 | Upto 5mm depth and 5 mm width | Metre | 700 | 96.75 | 67,725 |
| 219 | Powder coated minimum thickness 50 micron aluminium tubular handle bar | Each | 550 | 631.55 | 3,47,352.5 |
| 220 | Powder coated minimum thickness 50 micron aluminium | Each | 200 | 109.3 | 21,860 |
| 221 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 500 | 638.35 | 3,19,175 |
| 222 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). | Sqm | 900 | 769.6 | 6,92,640 |
| 223 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 3500 | 1,684.6 | 58,96,100 |
| 224 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212- 3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self- healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. | Kg | 1500 | 388 | 5,82,000 |
| 225 | For vertical surface two coats @ 0.70 kg per sqm per coat | Sqm | 200 | 472.9 | 94,580 |
| 226 | For horizontal surface one coat @1.10 kg per sqm. | Sqm | 2900 | 362.8 | 10,52,120 |
| 227 | 300 mm dia | Metre | 500 | 825.7 | 4,12,850 |
| 228 | 300 mm dia | Metre | 500 | 1,870.6 | 9,35,300 |
| 229 | 200 mm nominal size dia | Metre | 1000 | 1,113.35 | 11,13,350 |
| 230 | 200 mm clamp | Each | 3 | 2,293.65 | 6,880.95 |
| 231 | Frame size 50 x 100 mm | Metre | 500 | 947.7 | 4,73,850 |
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