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Tender Value
₹3.5 Cr
EMD Value
₹3.3 L
Closing Date
6 Mar 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (WMS)
GENERAL
14 conditions · 3 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. Note: As per GM/Engg/HJP Office Letter No. ECR-HQ0ENGG(CONT)/0009/2025, Dated 18.11.2025 "The balance sheet and all other financial documents attested/certified by the Chartered Accountant (CA) to substantiate fulfilment of Financial Eligibility Criteria should be with UDIN, failing which the offer shall be considered as incomplete and will be summarily rejected without any further reference".
The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Similar Nature of Work:- "Any structural steel fabrication work"
22 conditions · 4 needing a document upload
For those conditions for which standard formats have been given in the DOCUMENT section, tenderer must upload the sought information in those standard formats otherwise, offer may be rejected.
The tenderer must ensure during bid that whether he/they have followed instruction/submitted documents as detailed in para no. 6, 10, 10.1 & 10.2 of Chapter-II of the tender document along with tender.
List of completed works being submitted for fulfilment of eligibility criteria for similar nature of work must give description of work,, organization for whom executed, approximate value of contract at the time of award, date of award and date of scheduled completion of work, date of actual start, actual date of completion and final value of contract at the time of bill finalization should also be given.
Letter of Credit (LC) as mode of payment in works tenders or service tenders is available. It is an option for the contractor to take payment from Railways through a letter of credit (LC) arrangement. The details of Letter of Credit as annexure-1 is available at document section.
Please submit bank details of the firm individual JV/partnership etc. i.e. name of the bank along with bank branch code, account number, IFSC code, PAN number and other necessary & relevant documents.
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society /registered trust / HUF etc if they want to act through agent or individual partner(s), should submit along with the tender, A copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person specifically authorizing him/them to submit the tender, sign the agreement, receive money, co-ordinate measurements through contractor's authorized engineer, witness measurements, sign measurement books, compromise, settle, relinquish any claim(s) preferred by the firm and sign "No Claim Certificate" and refer all or any disputes to arbitration.
The above power of attorney shall be submitted even if such specific person is authorized for above purposes through partnership deed / Memorandum of Understanding / Article of Association or such other document, failing which tender is liable to be rejected.
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.
All documents (Self attested scanned copy in PDF format) in support of fulfillment of eligibility criteria with respect to completion of Similar nature of work for Technical Eligibility Criteria and average annual contractual turnover for Financial Eligibility Criteria should be furnished along with the tender and should be submitted online at the time of tender bidding. Tenders not accompanied by self attested documentary evidence in support of eligibility criteria will be summarily rejected. No post tender communication, in any form will be made or entertained, after opening of tenders, in this regard. Railway may however call for the originals of the credentials for verification or any clarifications/confirmations on the contents of the documents submitted.
The tenderer should quote their basic rates and HSN/SAC code with applicable GST in separate. If the firm gives wrong HSN/SAC code and charge GST accordingly at the time of offer, it will be sole responsibility of the tenderer.
The tenderer(s) should not put any unusual condition from their side contradicting terms and conditions in the e-tender. Such unusual/contradictory conditions may not be considered.
PLEASE FILL IN REQUIRED INFORMATION ASKED FOR IN THE SPECIFIEDSPACE IN THE E-TENDER, OTHER WISE TENDER WILL BE TREATED ASINCOMPLETE AND HENCE WILL BE LIABLE FOR REJECTION.
I/We also hereby agree to abide by the Indian Railways Standard General conditions of Contract [GCC], with all correction slips upto- date and to carryout the work according to the Special Conditions of Contract and specifications of materials and works as laid down by Railway as mentioned in the Special Conditions/Specifications.
It is certified that I am the authorized person to represent the firm and I am authorized to sign the tender and all the documents on behalf of the firm.
It is certified that we are aware of the fact that this tender offer is made in the full understanding that our offer will be subjected to verification of all the information submitted with this tender.
We are aware of the fact that the Railway reserve the rights to amend the scope and value of the contract and to reject [or accept] this offer without assigning any financial liability.
Renovation of old damaged steel moulding shed, construction of Multiutility Complex i.e. toilet, changing room etc. for all staff and improvement to existing assets for space creation in Plant Depot, DDU.
CWMPD-04-2025-26~ECR
CWMPD-04-2025-26
Open
Works - General
12 Months
Chandauli, Uttar Pradesh
₹0
₹3.3 L
6 Mar 2026
5 Feb 2026
20 Feb 2026
160 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 250 | 286.85 | 71,712.5 |
| 2 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 300 | 255.55 | 76,665 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 200 | 417.35 | 83,470 |
| 4 | 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 | 250 | 368.65 | 92,162.5 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 50 | 2,161.2 | 1,08,060 |
| 6 | 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 2000 | — | 14.5 | 29,000 |
| 7 | 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 | 7,365.15 | 3,68,257.5 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 200 | 6,670.25 | 13,34,050 |
| 9 | 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 | 225 | 8,364.2 | 18,81,945 |
| 10 | 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 | 35 | 10,185.05 | 3,56,476.75 |
| 11 | cum | 25 | 10,719.3 | 2,67,982.5 | |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 750 | 307.95 | 2,30,962.5 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 500 | 766.55 | 3,83,275 |
| 14 | Shelves (Cast in situ) | Sqm | 100 | 766.55 | 76,655 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 250 | 608.35 | 1,52,087.5 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 500 | 804.25 | 4,02,125 |
| 17 | Stairs, (excluding landings) except spiral- staircases | Sqm | 250 | 657.75 | 1,64,437.5 |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 300 | 319.25 | 95,775 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 40000 | — | 89.65 | 35,86,000 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 5000 | — | 89.65 | 4,48,250 |
| 21 | Providing and filling in position, blown bitumen in expansion joints. | cum | .5 | 63,877.35 | 31,938.68 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 25 | 8,683.8 | 2,17,095 |
| 23 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 150 | 8,825.35 | 13,23,802.5 |
| 24 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 15 | 8,966.95 | 1,34,504.25 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 200 | 688.45 | 1,37,690 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 35 | 6,658.25 | 2,33,038.75 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 8,288.35 | 2,48,650.5 |
| 28 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 100 | 837.85 | 83,785 |
| 29 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 250 | 1,018.05 | 2,54,512.5 |
| 30 | 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 | 300 | 1,063.45 | 3,19,035 |
| 31 | Sal wood | cum | .5 | 1,06,720.85 | 53,360.43 |
| 32 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 3,086.1 | 30,861 |
| 33 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 500 | 197.7 | 98,850 |
| 34 | With 2nd class teak wood beading 62X19 mm | Sqm | 50 | 1,164.9 | 58,245 |
| 35 | 125x65x2.12 mm | Each | 50 | 47.05 | 2,352.5 |
| 36 | 100x58x1.90 mm | Each | 40 | 40.6 | 1,624 |
| 37 | 300x16 mm | Each | 10 | 180.55 | 1,805.5 |
| 38 | 250x16 mm | Each | 10 | 165.9 | 1,659 |
| 39 | 200x10 mm | Each | 20 | 61.05 | 1,221 |
| 40 | 125 mm | Each | 20 | 35.2 | 704 |
| 41 | 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 | 10 | 1,025.65 | 10,256.5 |
| 42 | 250x16 mm | Each | 5 | 234.9 | 1,174.5 |
| 43 | 150x10 mm | Each | 10 | 75.55 | 755.5 |
| 44 | 125 mm | Each | 10 | 60.05 | 600.5 |
| 45 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (+/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (+/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 15 | 2,612.2 | 39,183 |
| 46 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 50 | 408.25 | 20,412.5 |
| 47 | 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 25000 | — | 93.05 | 23,26,250 |
| 48 | 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 115000 | — | 111.95 | 1,28,74,250 |
| 49 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer | Sqm | 6 | 5,374.35 | 32,246.1 |
| 50 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 4 | 4,781.15 | 19,124.6 |
| 51 | Hot finished seamless type tubes | Kg | 250 | 168.95 | 42,237.5 |
| 52 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 1500 | — | 88.5 | 1,32,750 |
| 53 | Providing and fixing bolts including nuts and washers complete. | Kg 1000 | — | 140.15 | 1,40,150 |
| 54 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. | Sqm 2000 | — | 733.3 | 14,66,600 |
| 55 | 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 150 | 935.6 | 1,40,340 |
| 56 | Size of Tile 600x600 mm | Sqm | 250 | 1,416.65 | 3,54,162.5 |
| 57 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 500 | 163.65 | 81,825 |
| 58 | 110 mm diameter | Metre | 200 | 319.75 | 63,950 |
| 59 | 110 mm bend | Each | 50 | 132 | 6,600 |
| 60 | 110 mm Shoe | Each | 50 | 115.95 | 5,797.5 |
| 61 | 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 | 30 | 47.9 | 1,437 |
| 62 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. | Each | 30 | 72 | 2,160 |
| 63 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 150 | 1,179.25 | 1,76,887.5 |
| 64 | 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 1000 | — | 671.55 | 6,71,550 |
| 65 | Ridges plain (500 - 600mm) | Metre | 150 | 450.6 | 67,590 |
| 66 | Flashings/ Aprons.( Upto 600 mm) | Metre | 100 | 412.85 | 41,285 |
| 67 | Gutter (600 mm over all girth) | Metre | 110 | 1,110.6 | 1,22,166 |
| 68 | 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. | Sqm | 220 | 1,851.5 | 4,07,330 |
| 69 | 1:6 (1 cement: 6 coarse sand) | Sqm 2000 | — | 294.35 | 5,88,700 |
| 70 | Neat cement punning. | Sqm | 500 | 67.8 | 33,900 |
| 71 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 1000 | — | 214.3 | 2,14,300 |
| 72 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm 1000 | — | 162.55 | 1,62,550 |
| 73 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 500 | 97.6 | 48,800 |
| 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 1000 | — | 166.85 | 1,66,850 |
| 75 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm 3000 | — | 55.5 | 1,66,500 |
| 76 | On steel work | Sqm | 200 | 201.7 | 40,340 |
| 77 | On concrete work | Sqm | 200 | 198.4 | 39,680 |
| 78 | Two or more coats on new work | Sqm 1000 | — | 131.45 | 1,31,450 |
| 79 | Two or more coats on new work | Sqm 3500 | — | 121.45 | 4,25,075 |
| 80 | Lettering with black Japan paint of approved brand and manufacture | per 25000 letter per cm height | — | 5.05 | 1,26,250 |
| 81 | Old work (two or more coats) | Sqm 1500 | — | 19 | 28,500 |
| 82 | 25 mm diameter. | Metre | 25 | 362.1 | 9,052.5 |
| 83 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre 10000 | — | 0.4 | 4,000 |
| 84 | Dismantling W.C . Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. | Each | 5 | 110.7 | 553.5 |
| 85 | 3 mm thick | Sqm | 150 | 534.1 | 80,115 |
| 86 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 2.5 | 2,007.1 | 5,017.75 |
| 87 | In cement mortar | cum | 1.5 | 1,698.45 | 2,547.68 |
| 88 | R.S. Joists | Kg 2500 | — | 2.8 | 7,000 |
| 89 | Channels, angles, tees and flats | Kg 3000 | — | 1.9 | 5,700 |
| 90 | 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 15000 | — | 4.65 | 69,750 |
| 91 | 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 3000 metre span | — | 0.7 | 2,100 |
| 92 | G.S. Sheet | Sqm | 150 | 136 | 20,400 |
| 93 | Asbestos Cement sheet | Sqm | 300 | 63.75 | 19,125 |
| 94 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 100 | 46.5 | 4,650 |
| 95 | 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 | 5 | 219.35 | 1,096.75 |
| 96 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 750 | 180.5 | 1,35,375 |
| 97 | 90 mm to 45 mm size stone aggregate | cum | 60 | 1,937.6 | 1,16,256 |
| 98 | 63 mm to 45 mm size stone aggregate | cum | 35 | 1,624.5 | 56,857.5 |
| 99 | 53 mm to 22.4 mm size stone aggregate | cum | 25 | 1,837.25 | 45,931.25 |
| 100 | Stone screening 13.2 mm nominal size (Type A) | cum | 20 | 1,865 | 37,300 |
| 101 | Stone screening 11.2 mm nominal size (Type B) | cum | 10 | 2,065.7 | 20,657 |
| 102 | Moorum | cum | 10 | 888.3 | 8,883 |
| 103 | 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 | 20 | 865.8 | 17,316 |
| 104 | Over burnt (Jhama) brick aggregate 120 mm to 40 mm | cum | 40 | 725.6 | 29,024 |
| 105 | Over burnt (Jhama) brick aggregate 90 mm to 45 mm | cum | 40 | 725.6 | 29,024 |
| 106 | Surface dressing on new surface in two coats with bitumen of grade VG -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. | Sqm | 750 | 248 | 1,86,000 |
| 107 | Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. | Sqm | 750 | 137.85 | 1,03,387.5 |
| 108 | Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887) | Sqm | 750 | 169.8 | 1,27,350 |
| 109 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 750 | 11.6 | 8,700 |
| 110 | On bituminous surface @ 0.25kg/sqm | Sqm | 750 | 7.9 | 5,925 |
| 111 | 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 | 250 | 611.55 | 1,52,887.5 |
| 112 | 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 | 750 | 79.85 | 59,887.5 |
| 113 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. | Sqm | 750 | 106.1 | 79,575 |
| 114 | New work (Two or more coats) | Sqm | 250 | 239.95 | 59,987.5 |
| 115 | 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 | 10 | 6,281.6 | 62,816 |
| 116 | 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 | 125 | 623.8 | 77,975 |
| 117 | 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 | 7.5 | 8,613.55 | 64,601.63 |
| 118 | Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 6.25 | 8,277.55 | 51,734.69 |
| 119 | With granite stone of area less than 0.50 sqm. | Sqm | 70 | 4,115.8 | 2,88,106 |
| 120 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 125 | 1,011.2 | 1,26,400 |
| 121 | Orissa pattern W.C. pan of size 580x440 mm | Each | 10 | 2,758.2 | 27,582 |
| 122 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 5 | 2,403.65 | 12,018.25 |
| 123 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 5 | 299.35 | 1,496.75 |
| 124 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 5 | 1,382.3 | 6,911.5 |
| 125 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 5 | 3,389.35 | 16,946.75 |
| 126 | Flat back wash basin of size 630x450 mm | Each | 5 | 1,149.6 | 5,748 |
| 127 | 32 mm dia | Each | 20 | 104.35 | 2,087 |
| 128 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 5 | 1,411.15 | 7,055.75 |
| 129 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 10 | 146.3 | 1,463 |
| 130 | 25 mm dia nominal bore | Metre | 50 | 491.2 | 24,560 |
| 131 | 15 mm dia nominal bore | Metre | 50 | 485.2 | 24,260 |
| 132 | 20 mm dia nominal bore | Metre | 100 | 541.1 | 54,110 |
| 133 | 25 mm dia nominal bore | Metre | 100 | 417.95 | 41,795 |
| 134 | 40 mm dia nominal bore | Metre | 75 | 558.35 | 41,876.25 |
| 135 | 50 mm dia nominal bore | Metre | 50 | 654.2 | 32,710 |
| 136 | 65 mm dia nominal bore | Metre | 50 | 768.6 | 38,430 |
| 137 | 80 mm dia nominal bore | Metre | 30 | 919.1 | 27,573 |
| 138 | 25 to 40 mm nominal bore | Each | 20 | 757.1 | 15,142 |
| 139 | 50 to 80 mm nominal bore | Each | 10 | 1,513.7 | 15,137 |
| 140 | 15 mm nominal bore | Each | 20 | 303.85 | 6,077 |
| 141 | 15 mm nominal bore | Each | 20 | 303.85 | 6,077 |
| 142 | 50 mm nominal bore | Each | 10 | 878.25 | 8,782.5 |
| 143 | 15 mm nominal bore | Each | 20 | 348.85 | 6,977 |
| 144 | 20 mm nominal bore | Each | 10 | 397.45 | 3,974.5 |
| 145 | 25 mm nominal bore | Each | 15 | 399.15 | 5,987.25 |
| 146 | Up to 300 mm dia | Quintal | 2 | 5,649.65 | 11,299.3 |
| 147 | Class I | Each | 2 | 4,097.9 | 8,195.8 |
| 148 | Class II | Each | 2 | 6,661.8 | 13,323.6 |
| 149 | 15 mm nominal bore | Each | 50 | 262.3 | 13,115 |
| 150 | 20 mm nominal bore | Each | 50 | 289.05 | 14,452.5 |
| 151 | 25 mm nominal bore | Each | 50 | 369.35 | 18,467.5 |
| 152 | 40 mm nominal bore | Each | 25 | 523.2 | 13,080 |
| 153 | 50 mm nominal bore | Each | 20 | 706.7 | 14,134 |
| 154 | 65 mm nominal bore | Each | 10 | 994.35 | 9,943.5 |
| 155 | 80 mm nominal bore | Each | 5 | 1,061.25 | 5,306.25 |
| 156 | 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 6000 | — | 9.7 | 58,200 |
| 157 | 15mm nominal bore | Each | 10 | 500.35 | 5,003.5 |
| 158 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 109.85 | 549.25 |
| 159 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 103.15 | 515.75 |
| 160 | 125 mm nominal dia with 25 mm waste hole | Each | 10 | 45.25 | 452.5 |
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