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Tender Value
₹2.0 Cr
EMD Value
₹2.5 L
Closing Date
24 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN IV
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
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. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity.(b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract.
Defination of Similar Work :- Any Civil work other than track work.
7 conditions · 1 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the all the conditions of the work site & all the financial implications due to the above conditions is deemed to be understood and taken care of while bidding the offer.
Repair to damaged sun shade, balcony,Parda wall,door,window,out side plaster, flooring in staff quarters at ROK,SMF,GHNA,JHI,MHRL,PLWS,GKG and gang hut in the section of ADEN/ROK.
129-2025-26-W-IV
129-2025-26-W-IV
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹2.5 L
24 Mar 2026
26 Feb 2026
10 Mar 2026
124 items across 2 schedules · ₹25,22,511.89 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 76 | 286.85 | 21,800.6 |
| 2 | Chlorpyriphos emulsifiable concentrate of 20% | Litre | 30 | 200.9 | 6,027 |
| 3 | With Chlorpyriphos E.C. 20% with 1% concentration | Metre | 50 | 32.3 | 1,615 |
| 4 | With Chlorpyriphos E.C. 20% with 1% concentration | Metre | 50 | 35.75 | 1,787.5 |
| 5 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 50 | 257.55 | 12,877.5 |
| 6 | 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 | 60 | 7,365.15 | 4,41,909 |
| 7 | 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 | 75 | 6,326.05 | 4,74,453.75 |
| 8 | cum | 40 | 10,719.3 | 4,28,772 | |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 180 | 766.55 | 1,37,979 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 50 | 608.35 | 30,417.5 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 3000 | 89.65 | 2,68,950 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 80 | 6,658.25 | 5,32,660 |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 5 | 8,512.1 | 42,560.5 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 120 | 8,288.35 | 9,94,602 |
| 15 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 120 | 2,818.5 | 3,38,220 |
| 16 | With 2nd class teak wood beading 62X19 mm | Sqm | 50 | 1,164.9 | 58,245 |
| 17 | 100x75x3.50 mm | Each | 150 | 52.4 | 7,860 |
| 18 | 75x60x3.10 mm | Each | 100 | 40 | 4,000 |
| 19 | 100x63x4 mm | Each | 80 | 97.6 | 7,808 |
| 20 | 75x63x4 mm | Each | 60 | 79.05 | 4,743 |
| 21 | 150x10 mm | Each | 150 | 75.55 | 11,332.5 |
| 22 | 100x10 mm | Each | 40 | 58.65 | 2,346 |
| 23 | 125 mm | Each | 200 | 60.05 | 12,010 |
| 24 | Twin rubber stopper | Each | 100 | 62.25 | 6,225 |
| 25 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm 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 2mm 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 | 250 | 702.6 | 1,75,650 |
| 26 | 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 | 150 | 3,496.75 | 5,24,512.5 |
| 27 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. | Sqm | 300 | 3,963.7 | 11,89,110 |
| 28 | With 2nd class teak wood beading 62X19 mm | Sqm | 100 | 1,404.25 | 1,40,425 |
| 29 | 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 | 6000 | 111.95 | 6,71,700 |
| 30 | Electric resistance or induction butt welded tubes | Kg | 2600 | 140.85 | 3,66,210 |
| 31 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2500 | 142.3 | 3,55,750 |
| 32 | M.S. tube | Kg | 800 | 157.15 | 1,25,720 |
| 33 | Galvanised M.S. Wire gauge with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 60 | 732.2 | 43,932 |
| 34 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 50 | 971.55 | 48,577.5 |
| 35 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 200 | 940.3 | 1,88,060 |
| 36 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 2000 | 545 | 10,90,000 |
| 37 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 150 | 7,958.65 | 11,93,797.5 |
| 38 | Light shade pigment using white cement | Sqm | 10 | 1,309.9 | 13,099 |
| 39 | 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 | 350 | 935.6 | 3,27,460 |
| 40 | 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 | 40 | 938.5 | 37,540 |
| 41 | Size of Tile 600x600 mm | Sqm | 460 | 1,416.65 | 6,51,659 |
| 42 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 90.2 | 3,908.8 | 3,52,573.76 |
| 43 | With residual type petroleum bitumen of grade VG -10 | Sqm | 1800 | 133.15 | 2,39,670 |
| 44 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 500 | 905.8 | 4,52,900 |
| 45 | In 75x75 mm deep chase | Metre | 500 | 260.2 | 1,30,100 |
| 46 | 100 mm diameter | Each | 100 | 308.45 | 30,845 |
| 47 | 110 mm diameter | Metre | 250 | 319.75 | 79,937.5 |
| 48 | 110 mm bend | Each | 50 | 132 | 6,600 |
| 49 | 110 mm Shoe | Each | 50 | 115.95 | 5,797.5 |
| 50 | 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 | 600 | 671.55 | 4,02,930 |
| 51 | 1:6 (1 cement: 6 fine sand) | Sqm | 1328 | 282 | 3,74,496 |
| 52 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 324.3 | 97,290 |
| 53 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 250 | 214.3 | 53,575 |
| 54 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 500 | 162.55 | 81,275 |
| 55 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 400 | 97.6 | 39,040 |
| 56 | 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 | 220 | 158.95 | 34,969 |
| 57 | Two or more coats on new work | Sqm | 200 | 131.45 | 26,290 |
| 58 | One or more coats on old work | Sqm | 800 | 86.55 | 69,240 |
| 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 | 5000 | 94.15 | 4,70,750 |
| 60 | With cement mortar 1:4 (1cement: 4 coarse sand) | Sqm | 600 | 478 | 2,86,800 |
| 61 | Door chowkhats | Each | 100 | 1,505.3 | 1,50,530 |
| 62 | Window chowkhats | Each | 10 | 948.05 | 9,480.5 |
| 63 | Clerestory window chowkhats | Each | 10 | 712.85 | 7,128.5 |
| 64 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 50 | 941.95 | 47,097.5 |
| 65 | Renewal of old putty of glass panes (length) | Metre | 250 | 46.4 | 11,600 |
| 66 | Refixing old glass panes with putty and nails | Sqm | 150 | 603.05 | 90,457.5 |
| 67 | Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge. | Sqm | 140 | 577.9 | 80,906 |
| 68 | Red/ white sand stone slabs 30 to 50 mm thick | Sqm | 50 | 1,099.15 | 54,957.5 |
| 69 | Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. | Kg | 500 | 99.7 | 49,850 |
| 70 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In- Charge. | Sqm | 600 | 540.35 | 3,24,210 |
| 71 | 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 | 30000 | 0.4 | 12,000 |
| 72 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | Metre | 200 | 285.9 | 57,180 |
| 73 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. | Sqm | 200 | 71.3 | 14,260 |
| 74 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 50 | 357.55 | 17,877.5 |
| 75 | 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 | 80 | 110.7 | 8,856 |
| 76 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 30 | 701.95 | 21,058.5 |
| 77 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 80 | 1,239.6 | 99,168 |
| 78 | 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 | 30 | 2,928.1 | 87,843 |
| 79 | In cement mortar | cum | 80 | 1,698.45 | 1,35,876 |
| 80 | From brick work in cement mortar | 1000 Nos. | 2000 | 5,522.25 | 11,044.5 |
| 81 | R.S. Joists | Kg | 100 | 2.8 | 280 |
| 82 | 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 | 102 | 45.05 | 4,595.1 |
| 83 | 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 | 800 | 219.35 | 1,75,480 |
| 84 | With paving asphalt grade VG - 30 with no solvent | Sqm | 2500 | 501.7 | 12,54,250 |
| 85 | Cement concrete prepared with batch mixing machine | cum | 80.1 | 9,492.9 | 7,60,381.29 |
| 86 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 24 | 5,781.35 | 1,38,752.4 |
| 87 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 6,941.3 | 1,38,826 |
| 88 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,040.85 | 40,817 |
| 89 | 610x510 mm bowl depth 200 mm | Each | 20 | 4,274.4 | 85,488 |
| 90 | 32 mm dia | Each | 100 | 104.35 | 10,435 |
| 91 | 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 | 50 | 1,411.15 | 70,557.5 |
| 92 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 150 | 254.95 | 38,242.5 |
| 93 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 60 | 358.9 | 21,534 |
| 94 | PPR Union 20mm | Each | 25 | 295.75 | 7,393.75 |
| 95 | PPR Union 32mm | Each | 22 | 416.15 | 9,155.3 |
| 96 | 20 mm nominal dia Pipes | Metre | 100 | 325.1 | 32,510 |
| 97 | 15 mm dia nominal bore | Metre | 180 | 304.15 | 54,747 |
| 98 | 20 mm dia nominal bore | Metre | 30.5 | 373.35 | 11,387.18 |
| 99 | 25 mm dia nominal bore | Metre | 25 | 491.2 | 12,280 |
| 100 | 50 mm dia nominal bore | Metre | 75 | 893.2 | 66,990 |
| 101 | 15 mm nominal bore | Each | 30 | 303.85 | 9,115.5 |
| 102 | 25 mm nominal bore | Each | 30 | 532.35 | 15,970.5 |
| 103 | 20 mm nominal bore | Each | 30 | 461.75 | 13,852.5 |
| 104 | 32 mm nominal bore. | Each | 15 | 589.9 | 8,848.5 |
| 105 | 40 mm nominal bore | Each | 15 | 707.3 | 10,609.5 |
| 106 | 50 mm nominal bore | Each | 15 | 878.25 | 13,173.75 |
| 107 | 15 mm nominal bore | Each | 50 | 348.85 | 17,442.5 |
| 108 | 15 mm nominal bore | Each | 60 | 262.3 | 15,738 |
| 109 | 20 mm nominal bore | Each | 25 | 289.05 | 7,226.25 |
| 110 | 25 mm nominal bore | Each | 14 | 369.35 | 5,170.9 |
| 111 | 50 mm nominal bore | Each | 20 | 706.7 | 14,134 |
| 112 | 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 | 20000 | 9.7 | 1,94,000 |
| 113 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 150 | 109.85 | 16,477.5 |
| 114 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 100 | 156.65 | 15,665 |
| 115 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 150 | 103.15 | 15,472.5 |
| 116 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 150 | 183.4 | 27,510 |
| 117 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 102 | 180.8 | 18,441.6 |
| 118 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 40 | 96.45 | 3,858 |
| 119 | 15 mm nominal bore with 30cm length | Each | 50 | 85.5 | 4,275 |
| 120 | 15 mm nominal bore with 45 cm length | Each | 85 | 107.9 | 9,171.5 |
| 121 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 5,589.45 | 27,947.25 |
| 122 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 30 | 7,510.75 | 2,25,322.5 |
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