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Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
24 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
WORKS
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; 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)
Technical Eligibility Criteria: (a) 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. For composite work refer Tender documents. Note for Item 10.1: 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.
Defination of Similar Work :- Construction/Repairs/maintenance of any Civil Engg. works
32 conditions · 2 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), A n n e x - 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.
Miscellaneous repairs to Level Crossing's under the jurisdiction of ADEN/ANGL of Khurda Road Division.
e-tender-CENTKUR-81-2026
e-tender-CENTKUR-81-2026
Open
Works - General
12 Months
Khordha, Odisha
₹0
₹3.1 L
24 Jun 2026
1 Jun 2026
10 Jun 2026
130 items across 3 schedules · ₹4,07,018.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 405 | 177.5 | 71,887.5 |
| 2 | 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 | 300 | 196 | 58,800 |
| 3 | 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 | 300 | 700.5 | 2,10,150 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 80 | 2,123.75 | 1,69,900 |
| 5 | All kinds of soil | Sqm | 300 | 34.15 | 10,245 |
| 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 | 5000 | 17.6 | 88,000 |
| 7 | 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 | 140 | 8,340.85 | 11,67,719 |
| 8 | 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 | 40 | 7,878.5 | 3,15,140 |
| 9 | 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 | 20 | 7,294.7 | 1,45,894 |
| 10 | 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 | 40 | 6,812 | 2,72,480 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 330 | 392.15 | 1,29,409.5 |
| 12 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 100 | 842.5 | 84,250 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 30 | 927.25 | 27,817.5 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 70 | 961.3 | 67,291 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 951.1 | 9,511 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers with water proof ply 12 mm thick | Sqm | 82 | 841.95 | 69,039.9 |
| 17 | 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 | 3 | 10,585.9 | 31,757.7 |
| 18 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 2500 | 107.85 | 2,69,625 |
| 19 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1000 | 107.85 | 1,07,850 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 30 | 9,504.75 | 2,85,142.5 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 12 | 9,860.4 | 1,18,324.8 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 10 | 733.5 | 7,335 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 7,132.25 | 3,56,612.5 |
| 24 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 30 | 8,752.55 | 2,62,576.5 |
| 25 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 50 | 1,105.8 | 55,290 |
| 26 | 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 | 80 | 1,267.95 | 1,01,436 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 2,172.1 | 21,721 |
| 28 | Fixed to steel windows by welding | Kg | 1000 | 219.1 | 2,19,100 |
| 29 | 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 | 1,124.85 | 11,248.5 |
| 30 | 125 mm | Each | 10 | 66.25 | 662.5 |
| 31 | Twin rubber stopper | Each | 10 | 72.35 | 723.5 |
| 32 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 | 492.7 | 24,635 |
| 33 | 30 mm thick plain PVC door shutters | Sqm | 20 | 3,182.95 | 63,659 |
| 34 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 18 | 8,298.85 | 1,49,379.3 |
| 35 | 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 | 3000 | 117.35 | 3,52,050 |
| 36 | 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 | 15000 | 133.7 | 20,05,500 |
| 37 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 20 | 5,563.75 | 1,11,275 |
| 38 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 400 | 97.2 | 38,880 |
| 39 | Providing and fixing bolts including nuts and washers complete. | Kg | 200 | 159.35 | 31,870 |
| 40 | 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 | 600 | 772.4 | 4,63,440 |
| 41 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 50 | 1,328.35 | 66,417.5 |
| 42 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 60 | 1,330 | 79,800 |
| 43 | Size of Tile 600x600 mm | Sqm | 400 | 1,553.45 | 6,21,380 |
| 44 | 110 mm diameter | Metre | 50 | 377.4 | 18,870 |
| 45 | 110x110x110 mm | Each | 10 | 234.15 | 2,341.5 |
| 46 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 47 | 110 mm | Each | 50 | 371.3 | 18,565 |
| 48 | 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 |
| 49 | 1:6 (1 cement: 6 fine sand) | Sqm | 700 | 383 | 2,68,100 |
| 50 | 1:6 (1 cement: 6 fine sand) | Sqm | 100 | 450 | 45,000 |
| 51 | 1:3 (1 cement : 3 fine sand) | Sqm | 50 | 300.45 | 15,022.5 |
| 52 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 2000 | 67.4 | 1,34,800 |
| 53 | Two or more coats on new work | Sqm | 500 | 155.9 | 77,950 |
| 54 | Old work (one or more coats) | Sqm | 1500 | 62.7 | 94,050 |
| 55 | 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 | 1000 | 25.15 | 25,150 |
| 56 | One or more coats on old work | Sqm | 600 | 102.8 | 61,680 |
| 57 | One or more coats on old work | Sqm | 600 | 96 | 57,600 |
| 58 | Re-lettering with black Japan paint of approved brand and manufacture. | per letter per cm height | 500 | 3.85 | 1,925 |
| 59 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 1000 | 112.9 | 1,12,900 |
| 60 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 3000 | 120.75 | 3,62,250 |
| 61 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 100 | 547.4 | 54,740 |
| 62 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 20 | 2,434.25 | 48,685 |
| 63 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 64 | Of area 3 sq. metres and below | Each | 10 | 143.5 | 1,435 |
| 65 | For thickness of tiles 10 mm to 25 mm | Sqm | 50 | 73.4 | 3,670 |
| 66 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 500 | 54.65 | 27,325 |
| 67 | 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 | 200 | 420.8 | 84,160 |
| 68 | 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 | 100 | 263.95 | 26,395 |
| 69 | 63 mm to 45 mm size stone aggregate | cum | 100 | 1,636.05 | 1,63,605 |
| 70 | Moorum | cum | 200 | 768.25 | 1,53,650 |
| 71 | 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 | 300 | 1,046.95 | 3,14,085 |
| 72 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | Sqm | 200 | 33.3 | 6,660 |
| 73 | 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 | 3000 | 175.1 | 5,25,300 |
| 74 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 200 | 13.45 | 2,690 |
| 75 | On bituminous surface @ 0.25kg/sqm | Sqm | 300 | 9.2 | 2,760 |
| 76 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 150 | 12,126.2 | 18,18,930 |
| 77 | Overhead informatory road signage | Sqm | 20 | 5,879.9 | 1,17,598 |
| 78 | 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 | 140 | 747.8 | 1,04,692 |
| 79 | 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 | 60 | 2,914.3 | 1,74,858 |
| 80 | 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 | 200 | 1,455.65 | 2,91,130 |
| 81 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 100 | 1,045.65 | 1,04,565 |
| 82 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 7 | 6,767.4 | 47,371.8 |
| 83 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 2,226.35 | 22,263.5 |
| 84 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 85 | 32 mm dia | Each | 4 | 103.9 | 415.6 |
| 86 | 20 mm nominal dia Pipes | Metre | 20 | 335 | 6,700 |
| 87 | 25 mm nominal dia Pipes | Metre | 200 | 355.4 | 71,080 |
| 88 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 89 | 50 mm nominal bore | Each | 5 | 1,026.65 | 5,133.25 |
| 90 | 25 mm nominal bore | Each | 10 | 464.05 | 4,640.5 |
| 91 | 15 mm nominal bore | Each | 10 | 97.75 | 977.5 |
| 92 | Beyond 12 m and up to 18 m depth | Metre | 80 | 1,025.95 | 82,076 |
| 93 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. | Metre | 80 | 960.3 | 76,824 |
| 94 | Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. | Each | 6 | 1,321.65 | 7,929.9 |
| 95 | 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 | 5000 | 11 | 55,000 |
| 96 | 15 mm nominal bore | Each | 10 | 798.95 | 7,989.5 |
| 97 | 15 mm nominal bore | Each | 10 | 670.45 | 6,704.5 |
| 98 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 99 | 125 mm nominal dia with 25 mm waste hole | Each | 10 | 51.85 | 518.5 |
| 100 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 10 | 8,042.3 | 80,423 |
| 101 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. | cum | 2 | 2,024.5 | 4,049 |
| 102 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in- charge. | Hour | 30 | 1,085.05 | 32,551.5 |
| 103 | 25 mm average thickness | Sqm | 50 | 126.75 | 6,337.5 |
| 104 | Bars upto 12 mm diameter | Metre | 50 | 8.25 | 412.5 |
| 105 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 50 | 285.2 | 14,260 |
| 106 | 12 mm average thickness. | Sqm | 50 | 388.65 | 19,432.5 |
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