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Tender Value
₹52.1 Cr
EMD Value
₹1.0 Cr
Closing Date
15 Jul 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Two Stage Reverse Auction
Yes
30/06/2026 11:00
Lowest to Highest
90 days
Expenditure
Capital (Works)
WORKS
14 conditions · 3 needing a document upload
Financial Eligibility Criteria: 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. (For details refer tender documents)
Similar nature of Work:Construction/ repairs/ maintenance of any Civil Engg. Work.
33 conditions · 3 needing a document upload
The tenderer(s) should submit the BID SECURITY in acceptable form i.e. only through net banking or e-payment gateway or submitted as Bank Guarantee Bond from a Scheduled Nationalized bank of India or as mentioned in the tender documents. The Bank Guarantee Bond shall be as per Annexure-VI(A) and shall be valid for a period of 90 days beyond the bid validity period.( NOTE: For submission of Bid Security in the form of Bank Guarantee, all the procedures mentioned at Para-5 Bid Security (3)(i) to (vii) mentioned in the tender document should invariably be followed.)
Whether History sheet of tenderers (Annexure-2 of Part-II of Tender documents) uploaded duly filled in with supportive documents.
Whether the details of facilities available vis-a-vis the requirements mentioned in STR in a tabular/narrative form if you are not on the approved list of RDSO, if required in the Annexed Document, is submitted.
Whether, EACH PAGE of the copy of documents/certificates in support of credential is self attested/digitally signed by tenderer/authorised representative with signature, stamp & date.
Whether all the documents related "Mandatory Requirement", as applicable and mentioned in the bid documents are enclosed with the tender.
Please submit bank details as per enclosed Annexure-12 of Part -II of Tender Documents or photo copy of a "Cancelled Cheque". (For details refer tender documents)
Please submit Certificate of Familiarisation as per Annexure-1 of Part-II of Tender Documents. (For details refer tender documents)
Please submit required details as required from Annexure 2 to 11 of Part-II of Tender documents duly filled in and signed. Supportive documents/separate sheet are to be submitted, if required. Annex- 2 : HISTORY SHEET OF THE TENDERER, Annex-3: TECHNICAL EIGIBILITY CRITERIA, Annex-4: DETAILS OF CONSTRUCTIONS MACHINERIES, TOOLS & PLANTS, VEHICLES ETC. AVAILABLE (ON HAND AND PROPOSED TO BE UTILISED, Annex-5: DETAILS OF TECHNICAL AND OTHER PERSONNELS AVAILABLE ON HAND & PROPOSED TO BE ENGAGED. Annex- 6: DETAILS OF WORKS COMPLETED DURING PREVIOUS THREE FINANCAIL YEARS & CURRENT YEAR, Annex-7: DETAILS OF WORKS ON HAND, Annex- 8: DECLARATION REGARDING ASSOCIATION OF RAILWAY OFFICER (S) WITH TENDERER(S), Annex-9: LIST OF COURT CASES, Annex- 10: LIST OF ARBITRATION CASES. Annex- 11: BROAD PLAN FOR EXECUTION OF THIS WORK. (For details refer tender documents)
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 tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm/Partnership firm/Joint Venture/Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender . The tenderer(s) shall enclose the attested copies of the constitution of their concern and copy of PAN card along with the tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (for details refer tender documents) NOTE: Any document containing PAN number of the tenderer(s) shall also be considered in lieu of PAN card. However, if no document having mention of PAN number is uploaded, offer will be summarily rejected. (For details refer Tender documents)
For all tenders having advertised cost of Rs.10 lakh or above, the contractor shall have to submit the option to take payment from Railways through a letter of credit (LC) arrangement. The tenderer shall affirm having read over and agreed to the terms and conditions of the LC option. The option of taking payment through LC arrangement, once exercised by tenderer at the time of bidding, shall be final and no change shall be permitted, thereafter, during execution of contract. (The tenderer have to submit the option to take payment from Railway through a Letter of Credit arrangement) (For details refer Tender documents)
The list of personnel / organization on hand and proposed to be engaged for the tendered work. Similarly, list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work. (For details refer tender documents)
Documents to be submitted as per Clause 14 of GCC-April 2022 in support of (a)Sole Proprietorship firm (b) HUF (c) Partnership Firm (d) Joint Venture (JV) (e) Company registered under Companies Act 2013 (f) LLP (Limited Liability Partnership) (g) Registered Society & Registered Trust. (for details refer tender documents) NOTE: Non submission of above documents will lead to summarily rejection of the offer.
The tenderer should submit bid capacity details as annexed at Annexure-VI of the Tender Document and relevant details as mentioned in the note of Annexure- VI. In case, the tender/s failed to submit the statements mention in the Note('a' to 'f') along with the offer, their/his offer will be considered as incomplete and will be rejected summarily.
Development of Sukinda Road Goods Shed & Dhenkanal Goods Shed with basic facilities and pollution control measures.
etender-NorthKUR-100-2026
etender-NorthKUR-100-2026
Open
Works - General
18 Months
Unknown (Unspecified Location)
₹0
₹1.0 Cr
15 Jul 2026
19 Jun 2026
1 Jul 2026
30 Jun 2026
141 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 8506 | 177.5 | 15,09,815 |
| 2 | Ordinary rock | cum | 103 | 498.9 | 51,386.7 |
| 3 | All kinds of soil. | cum | 83 | 260.3 | 21,604.9 |
| 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 | 351 | 196 | 68,796 |
| 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 | 8535 | 700.5 | 59,78,767.5 |
| 6 | All kinds of soil | cum | 100 | 126.8 | 12,680 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum 1882.25 | — | 2,123.75 | 39,97,428.44 |
| 8 | 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 | 156 | 8,340.85 | 13,01,172.6 |
| 9 | 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 | 425.5 | 7,878.5 | 33,52,301.75 |
| 10 | 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 1766.25 | — | 7,294.7 | 1,28,84,263.88 |
| 11 | 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 | 62 | 7,178.75 | 4,45,082.5 |
| 12 | 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 | 396 | 6,812 | 26,97,552 |
| 13 | Foundations, footings, bases for columns | Sqm 2192.24 | — | 392.15 | 8,59,686.92 |
| 14 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 750 | 842.5 | 6,31,875 |
| 15 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 250 | 10,105.1 | 25,26,275 |
| 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 | 40 | 8,726.85 | 3,49,074 |
| 17 | 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 | 1790 | 9,045.75 | 1,61,91,892.5 |
| 18 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1192 | 392.15 | 4,67,442.8 |
| 19 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 7160 | 842.5 | 60,32,300 |
| 20 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 285 | 927.25 | 2,64,266.25 |
| 21 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 548 | 736.4 | 4,03,547.2 |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 3111 | 961.3 | 29,90,604.3 |
| 23 | Stairs, (excluding landings) except spiral- staircases | Sqm | 35 | 764.95 | 26,773.25 |
| 24 | Arches, domes, vaults up to 6 m span | Sqm | 195 | 2,154.35 | 4,20,098.25 |
| 25 | Extra for arches, domes, vaults exceeding 6 m span | Sqm | 100 | 608.15 | 60,815 |
| 26 | Under 20 cm wide | Metre | 99 | 208.55 | 20,646.45 |
| 27 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 29 | 951.1 | 27,581.9 |
| 28 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 165 | 384.3 | 63,409.5 |
| 29 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 25.5 | 10,585.9 | 2,69,940.45 |
| 30 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressummers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the 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 | 2.5 | 13,899.2 | 34,748 |
| 31 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 253545 | 107.85 | 2,73,44,828.25 |
| 32 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 84770 | 107.85 | 91,42,444.5 |
| 33 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 247 | 9,504.75 | 23,47,673.25 |
| 34 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 236 | 9,860.4 | 23,27,054.4 |
| 35 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 255.98 | 733.5 | 1,87,761.33 |
| 36 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. | cum | 85 | 355.65 | 30,230.25 |
| 37 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 247 | 7,132.25 | 17,61,665.75 |
| 38 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 324 | 8,752.55 | 28,35,826.2 |
| 39 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 10 | 10,195.45 | 1,01,954.5 |
| 40 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 72.2 | 1,105.8 | 79,838.76 |
| 41 | Area of slab over 0.50 sqm | Sqm | 2 | 5,136.3 | 10,272.6 |
| 42 | Granite of any colour and shade | Sqm | 50 | 3,617.55 | 1,80,877.5 |
| 43 | 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 | 12.6 | 1,267.95 | 15,976.17 |
| 44 | Sal wood | cum | .06 | 1,16,520.3 | 6,991.22 |
| 45 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 2.52 | 3,473.85 | 8,754.1 |
| 46 | Fixed to steel windows by welding | Kg | 100 | 219.1 | 21,910 |
| 47 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 480 | 238.35 | 1,14,408 |
| 48 | 300x16 mm | Each | 2 | 303.25 | 606.5 |
| 49 | 150x10 mm | Each | 4 | 82.55 | 330.2 |
| 50 | 125 mm | Each | 4 | 66.25 | 265 |
| 51 | Single rubber stopper | Each | 1 | 39.6 | 39.6 |
| 52 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 5 | 570.95 | 2,854.75 |
| 53 | 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 | 1.6 | 3,720.75 | 5,953.2 |
| 54 | Providing PVC moulding / architrave for door frame made up of extruded solid foam PVC profile having homogenous fine cellular structure with smooth outer integral skin, minimum 30 mm width and minimum 12 mm thick suitable for fixing to frame. The moulding shall be snap fitted in the groove provided in the frame and fixed with PVC solvent adhesive / cement and self tapping screws (of required size) complete as per direction of Engineer-in- Charge. | Metre | 20 | 135.8 | 2,716 |
| 55 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Non decorative type | Sqm | 8 | 3,754.2 | 30,033.6 |
| 56 | 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 13137.5 | — | 117.35 | 15,41,685.63 |
| 57 | 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 | 421950 | 133.7 | 5,64,14,715 |
| 58 | 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 | 15 | 11,439.6 | 1,71,594 |
| 59 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 15 | 5,804.35 | 87,065.25 |
| 60 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 3 | 5,563.75 | 16,691.25 |
| 61 | 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 | 60 | 141.7 | 8,502 |
| 62 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 4400 | 97.2 | 4,27,680 |
| 63 | Providing and fixing bolts including nuts and washers complete. | Kg | 72 | 159.35 | 11,473.2 |
| 64 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3360 | 172.6 | 5,79,936 |
| 65 | 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 | 500 | 772.4 | 3,86,200 |
| 66 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 2 | 844.7 | 1,689.4 |
| 67 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 37 | 614.2 | 22,725.4 |
| 68 | Medium shade pigment using 50% white cement and 50% ordinary cement | Sqm | 300 | 1,507.1 | 4,52,130 |
| 69 | Dark shade pigment using ordinary cement | Sqm | 1000 | 1,119.5 | 11,19,500 |
| 70 | 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 | 16 | 1,096.55 | 17,544.8 |
| 71 | 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 | 3 | 1,112.7 | 3,338.1 |
| 72 | Size of Tile 600x600 mm | Sqm | 156 | 1,553.45 | 2,42,338.2 |
| 73 | 110 mm diameter | Metre | 150 | 377.4 | 56,610 |
| 74 | 110 mm bend | Each | 15 | 150.35 | 2,255.25 |
| 75 | 1:6 (1 cement: 6 fine sand) | Sqm | 457 | 333.35 | 1,52,340.95 |
| 76 | 1:6 (1 cement: 6 fine sand) | Sqm | 3804 | 383 | 14,56,932 |
| 77 | 20 mm cement plaster | Sqm | 195 | 587.2 | 1,14,504 |
| 78 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of 50 kg cement used in the mix | 20 | 22.1 | 442 |
| 79 | In one coat | Sqm | 195 | 47.65 | 9,291.75 |
| 80 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 542 | 262.7 | 1,42,383.4 |
| 81 | 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 | 607 | 185.65 | 1,12,689.55 |
| 82 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 550 | 116.9 | 64,295 |
| 83 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 2854 | 160.6 | 4,58,352.4 |
| 84 | 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 | 851 | 171.1 | 1,45,606.1 |
| 85 | Two or more coats on new work | Sqm | 230 | 155.9 | 35,857 |
| 86 | Two or more coats on new work | Sqm | 5000 | 146.8 | 7,34,000 |
| 87 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 150 | 2,434.25 | 3,65,137.5 |
| 88 | In cement mortar | cum | 20 | 2,060.2 | 41,204 |
| 89 | In cement mortar | cum | 30 | 2,877.75 | 86,332.5 |
| 90 | R.S. Joists | Kg | 2000 | 3.4 | 6,800 |
| 91 | 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 | 1754 | 263.95 | 4,62,968.3 |
| 92 | 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 | 16800 | 218.9 | 36,77,520 |
| 93 | Moorum | cum | 3332 | 768.25 | 25,59,809 |
| 94 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 2264 | 7,993.8 | 1,80,97,963.2 |
| 95 | Cement concrete prepared with batch mixing machine | cum | 3200 | 10,529.35 | 3,36,93,920 |
| 96 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 2100 | 11,098.45 | 2,33,06,745 |
| 97 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer- in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 235626 | 5.3 | 12,48,817.8 |
| 98 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer- in-Charge. | per cm depth per cm width per metre length | 235626 | 8.65 | 20,38,164.9 |
| 99 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 300 | 972 | 2,91,600 |
| 100 | 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). | cum | 1000 | 9,823.8 | 98,23,800 |
| 101 | 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 | 2520 | 2,914.3 | 73,44,036 |
| 102 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 103 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3 | 2,301.75 | 6,905.25 |
| 104 | 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 | 3 | 1,607.95 | 4,823.85 |
| 105 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 3 | 673.4 | 2,020.2 |
| 106 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 70 | 318.35 | 22,284.5 |
| 107 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 70 | 477.85 | 33,449.5 |
| 108 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 130 | 450.95 | 58,623.5 |
| 109 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 80 | 1,301.35 | 1,04,108 |
| 110 | PPR Union 50mm | Each | 100 | 782.1 | 78,210 |
| 111 | PPR Union 75mm | Each | 2 | 1,684.05 | 3,368.1 |
| 112 | 20 mm nominal dia Pipes | Metre | 100 | 537.6 | 53,760 |
| 113 | 25 mm nominal dia Pipes | Metre | 600 | 355.4 | 2,13,240 |
| 114 | 80 mm nominal dia Pipes | Metre | 150 | 2,166.35 | 3,24,952.5 |
| 115 | 25 mm dia nominal bore | Metre | 40 | 467.75 | 18,710 |
| 116 | 50 mm dia nominal bore | Metre | 1070 | 762.15 | 8,15,500.5 |
| 117 | 65 mm dia nominal bore | Metre | 750 | 896.6 | 6,72,450 |
| 118 | 80 mm dia nominal bore | Metre | 300 | 1,041.7 | 3,12,510 |
| 119 | 50 to 80 mm nominal bore | Each | 25 | 1,785.35 | 44,633.75 |
| 120 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 121 | 50 mm nominal bore | Each | 66 | 1,026.65 | 67,758.9 |
| 122 | Up to 300 mm dia | Quintal | 10 | 8,913.15 | 89,131.5 |
| 123 | 100 mm diameter pipe | Each | 460 | 332 | 1,52,720 |
| 124 | 150 mm diameter pipe | Each | 100 | 387.4 | 38,740 |
| 125 | 200 mm diameter pipe | Each | 18 | 428.65 | 7,715.7 |
| 126 | Class I | Each | 15 | 4,791.2 | 71,868 |
| 127 | Class II | Each | 2 | 4,985.85 | 9,971.7 |
| 128 | Class I | Each | 2 | 6,966.55 | 13,933.1 |
| 129 | Class I | Each | 6 | 13,554.7 | 81,328.2 |
| 130 | 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 | 2000 | 11 | 22,000 |
| 131 | 15 mm nominal bore | Each | 4 | 506.8 | 2,027.2 |
| 132 | 15 mm nominal bore | Each | 2 | 820.7 | 1,641.4 |
| 133 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 20 | 112.8 | 2,256 |
| 134 | 100 mm nominal dia | Each | 5 | 37.6 | 188 |
| 135 | 50 mm dia | Each | 8 | 5,748.8 | 45,990.4 |
| 136 | 100 mm dia | Each | 4 | 8,893 | 35,572 |
| 137 | 100 mm dia nominal bore | Each | 2 | 5,468.35 | 10,936.7 |
| 138 | 200 mm dia Ductile Iron Class K-9 pipes | Metre | 40 | 2,478.1 | 99,124 |
| 139 | 100 mm dia Ductile Iron Double Flanged | Metre | 2830 | 1,821.55 | 51,54,986.5 |
| 140 | 200 mm dia Ductile Iron Double Flanged | Metre | 90 | 3,360.8 | 3,02,472 |
| 141 | 150 mm dia. R.C.C. pipe | Metre | 500 | 556.45 | — |
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