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Tender ID
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹7.7 Cr
EMD Value
₹15.5 L
Closing Date
7 Dec 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CIVIL
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of "V/N" or 'V' which ever is less, where V= Advertised value of the tender in crores of Rupees N= Number ofyears prescribed for completion ofwork for which bids have been invited. The average annual contractual tumover 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, tho audited balance sheet of the fourth previous year shall be considered for calculating average annual bontractual 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.
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. 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 of building with pile foundation
32 conditions · 5 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.
SPECIAL CONDITION FOR GST-•The details of supply of Goods & Services are subject to GST rules applicable with effect from 01.07.2017.
Special Conditions for GST-All the Tenderers are requested to submit their "GSTIN" registration numbers at the time of tendering or at the time of submitting their invoice without which, payment will not be made.
The materials should be supplied as per the approved make list mentioned in the tender document
Construction of 6 units of Type-VI quarters (G+6) with Lift.
2026377212391~ICF
2026377212391
Open
Works - General
18 Months
Chennai, Tamil Nadu
₹0
₹15.5 L
14 Nov 2026
14 Nov 2026
23 Nov 2026
521 items across 8 schedules · ₹6,32,78,078.06 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 55 | 326.68 | 17,967.4 |
| 2 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in- charge. | cum | 5 | 494.1 | 2,470.5 |
| 3 | All kinds of soil. | cum | 55 | 260.3 | 14,316.5 |
| 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 | 30 | 196 | 5,880 |
| 5 | All kinds of soil | cum | 10 | 126.8 | 1,268 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 125 | 2,123.75 | 2,65,468.75 |
| 7 | 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 | 250 | 7,294.7 | 18,23,675 |
| 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 | 12 | 7,178.75 | 86,145 |
| 9 | Foundations, footings, bases for columns | Sqm | 40 | 392.15 | 15,686 |
| 10 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 30 | 495.75 | 14,872.5 |
| 11 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | Sqm | 30 | 146.15 | 4,384.5 |
| 12 | cum | 10 | 11,454.35 | 1,14,543.5 | |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 200 | 392.15 | 78,430 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 40 | 842.5 | 33,700 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 930 | 927.25 | 8,62,342.5 |
| 16 | Shelves (Cast in situ) | Sqm | 135 | 927.25 | 1,25,178.75 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1440 | 736.4 | 10,60,416 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 690 | 961.3 | 6,63,297 |
| 19 | Stairs, (excluding landings) except spiral- staircases | Sqm | 95 | 764.95 | 72,670.25 |
| 20 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards | Sqm | 10 | 1,296.7 | 12,967 |
| 21 | Under 20 cm wide | Metre | 800 | 208.55 | 1,66,840 |
| 22 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 95 | 951.1 | 90,354.5 |
| 23 | 50 mm thick | Sqm | 5 | 1,886.9 | 9,434.5 |
| 24 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 40 | 300.45 | 12,018 |
| 25 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 60 | 78.4 | 4,704 |
| 26 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum | 70 | 9,806.7 | 6,86,469 |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 385 | 10,011.35 | 38,54,369.75 |
| 28 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 250 | 733.5 | 1,83,375 |
| 29 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. | cum | 20 | 355.65 | 7,113 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 7,132.25 | 71,322.5 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 700 | 9,105.95 | 63,74,165 |
| 32 | cum | 95 | 169.45 | 16,097.75 | |
| 33 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 32 | 1,123.8 | 35,961.6 |
| 34 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | Sqm | 10 | 15 | 150 |
| 35 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 320 | 104.8 | 33,536 |
| 36 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 37 | Granite work | Metre | 50 | 510.95 | 25,547.5 |
| 38 | Kiln seasoned and chemically treated hollock wood | cum | 1 | 1,87,277.65 | 1,87,277.65 |
| 39 | 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 | 380 | 1,267.95 | 4,81,821 |
| 40 | Second class teak wood | cum | 3.85 | 1,42,949.7 | 5,50,356.35 |
| 41 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,473.85 | 86,846.25 |
| 42 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 165 | 2,392.65 | 3,94,787.25 |
| 43 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 165 | 462.35 | 76,287.75 |
| 44 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | Sqm | 165 | 106.7 | 17,605.5 |
| 45 | 25 mm dia (heavy type) | Metre | 120 | 186.4 | 22,368 |
| 46 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2000 | 238.35 | 4,76,700 |
| 47 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 450 | 228.85 | 1,02,982.5 |
| 48 | Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors, (weighing not less than 450 gms) and Copper oxidised as per IS 1378 | Each | 8 | 100.6 | 804.8 |
| 49 | 250x10 mm | Each | 10 | 441.6 | 4,416 |
| 50 | 200x10 mm | Each | 55 | 358.4 | 19,712 |
| 51 | 150x10 mm | Each | 30 | 287.25 | 8,617.5 |
| 52 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 10 | 121.65 | 1,216.5 |
| 53 | 125 mm | Each | 10 | 231.05 | 2,310.5 |
| 54 | 300x16 mm | Each | 10 | 303.25 | 3,032.5 |
| 55 | 250x10 mm | Each | 90 | 115.15 | 10,363.5 |
| 56 | 200x10 mm | Each | 90 | 99.7 | 8,973 |
| 57 | 150x10 mm | Each | 90 | 82.55 | 7,429.5 |
| 58 | 100x10 mm | Each | 30 | 64.7 | 1,941 |
| 59 | 75 mm | Each | 55 | 51.75 | 2,846.25 |
| 60 | Single rubber stopper | Each | 90 | 39.6 | 3,564 |
| 61 | Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame's vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. | Metre | 120 | 696 | 83,520 |
| 62 | 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. Decorative type. | Sqm | 50 | 4,138.35 | 2,06,917.5 |
| 63 | Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer- in-Charge | Sqm | 165 | 2,307.35 | 3,80,712.75 |
| 64 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 135 | 10,993.55 | 14,84,129.25 |
| 65 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 12 | 9,155.2 | 1,09,862.4 |
| 66 | 100mm | Each | 150 | 90.45 | 13,567.5 |
| 67 | 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 | 480 | 772.4 | 3,70,752 |
| 68 | 4.0 mm thick glass panes | Sqm | 130 | 1,064.65 | 1,38,404.5 |
| 69 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 5 | 614.2 | 3,071 |
| 70 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 5 | 8,595.15 | 42,975.75 |
| 71 | 25 mm thick | Sqm | 680 | 1,948.25 | 13,24,810 |
| 72 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 300 | 2,354.7 | 7,06,410 |
| 73 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 300 | 191.4 | 57,420 |
| 74 | Extra for Kota stone/ sand stone in treads of steps and risers using single length above normal size up to 2.00 metre | Sqm | 450 | 44.15 | 19,867.5 |
| 75 | Size of Tile 600 x 600 mm | Sqm | 1000 | 1,453.65 | 14,53,650 |
| 76 | Size of Tile 600 x 600 mm | Sqm | 160 | 1,464.85 | 2,34,376 |
| 77 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. | Sqm | 275 | 709.75 | 1,95,181.25 |
| 78 | 75 mm diameter | Metre | 130 | 248.8 | 32,344 |
| 79 | 110 mm diameter | Metre | 145 | 377.4 | 54,723 |
| 80 | 75x75x75 mm | Each | 12 | 164.2 | 1,970.4 |
| 81 | 75 mm bend | Each | 18 | 105.9 | 1,906.2 |
| 82 | 110 mm bend | Each | 18 | 150.35 | 2,706.3 |
| 83 | 75 mm Shoe | Each | 35 | 93.1 | 3,258.5 |
| 84 | 110 mm Shoe | Each | 15 | 131.85 | 1,977.75 |
| 85 | 75 mm | Each | 145 | 369.85 | 53,628.25 |
| 86 | 110 mm | Each | 11 | 371.3 | 4,084.3 |
| 87 | 1:4 (1 cement: 4 fine sand) | Sqm | 1350 | 347.05 | 4,68,517.5 |
| 88 | 1:6 (1 cement: 6 fine sand) | Sqm | 1800 | 333.35 | 6,00,030 |
| 89 | Ordinary cement finish using ordinary cement | Sqm | 5 | 886.6 | 4,433 |
| 90 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. | Sqm | 1025 | 87.1 | 89,277.5 |
| 91 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1800 | 262.7 | 4,72,860 |
| 92 | Raised Band | cm per metre | 380 | 11.4 | 4,332 |
| 93 | New work (three or more coats) | Sqm | 1650 | 39.05 | 64,432.5 |
| 94 | 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 | 1350 | 171.1 | 2,30,985 |
| 95 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 165 | 67.4 | 11,121 |
| 96 | Two or more coats on new work | Sqm | 165 | 155.9 | 25,723.5 |
| 97 | Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish | Sqm | 35 | 236.1 | 8,263.5 |
| 98 | Two coats | Sqm | 1800 | 142.8 | 2,57,040 |
| 99 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 2 | 2,434.25 | 4,868.5 |
| 100 | In cement mortar | cum | 2 | 2,060.2 | 4,120.4 |
| 101 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 1 | 2,818.9 | 2,818.9 |
| 102 | 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 | 1 | 263.95 | 263.95 |
| 103 | Moorum | cum | 5 | 768.25 | 3,841.25 |
| 104 | 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 | 1450 | 972 | 14,09,400 |
| 105 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 10 | 1,045.65 | 10,456.5 |
| 106 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 6,767.4 | 54,139.2 |
| 107 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 24 | 8,006.6 | 1,92,158.4 |
| 108 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 24 | 1,513.6 | 36,326.4 |
| 109 | 510x1040 mm bowl depth 225 mm | Each | 8 | 7,514.65 | 60,117.2 |
| 110 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 25 | 349.15 | 8,728.75 |
| 111 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge. | Each | 4 | 1,034.8 | 4,139.2 |
| 112 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 8 | 6,940.75 | 55,526 |
| 113 | 40 mm dia | Each | 24 | 119.55 | 2,869.2 |
| 114 | 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 | 24 | 1,607.95 | 38,590.8 |
| 115 | Rectangular shape 453x357 mm | Each | 24 | 1,361.8 | 32,683.2 |
| 116 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 32 | 708.95 | 22,686.4 |
| 117 | 25 mm nominal dia Pipes | Metre | 120 | 627.25 | 75,270 |
| 118 | 50 mm dia nominal bore | Metre | 25 | 762.15 | 19,053.75 |
| 119 | 50 mm nominal bore | Each | 8 | 1,026.65 | 8,213.2 |
| 120 | 25 mm nominal bore | Each | 8 | 464.05 | 3,712.4 |
| 121 | 25 mm nominal bore | Each | 8 | 486.8 | 3,894.4 |
| 122 | 100 mm diameter | Each | 35 | 193.95 | 6,788.25 |
| 123 | Class II | Each | 1 | 4,985.85 | 4,985.85 |
| 124 | Class I | Each | 1 | 6,966.55 | 6,966.55 |
| 125 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 1 | 10,862.4 | 10,862.4 |
| 126 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 1 | 26,163.4 | 26,163.4 |
| 127 | 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 | 8000 | 11 | 88,000 |
| 128 | 15 mm nominal bore | Each | 56 | 798.95 | 44,741.2 |
| 129 | 15mm nominal bore | Each | 45 | 574.3 | 25,843.5 |
| 130 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 8 | 74.8 | 598.4 |
| 131 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 8 | 176.85 | 1,414.8 |
| 132 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 24 | 111.45 | 2,674.8 |
| 133 | Up to 600 mm dia | Quintal | 1.5 | 20,009.7 | 30,014.55 |
| 134 | 150 mm dia pipes | Joint | 5 | 192.85 | 964.25 |
| 135 | 150 mm dia Ductile Iron Class K-9 pipes | Metre | 20 | 1,837.75 | 36,755 |
| 136 | 25mm nominal bore, weighing not less than 62 gms | Each | 8 | 113.35 | 906.8 |
| 137 | 100 mm diameter | Metre | 20 | 443.6 | 8,872 |
| 138 | 150 mm diameter | Metre | 20 | 695.8 | 13,916 |
| 139 | 150 mm diameter S.W. pipe | Metre | 20 | 1,179.85 | 23,597 |
| 140 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 2,734.2 | 10,936.8 |
| 141 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 32,857.85 | 65,715.7 |
| 142 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 2 | 10,585.5 | 21,171 |
| 143 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 12,725 | 25,450 |
| 144 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 2 | 7,591.8 | 15,183.6 |
| 145 | With 20 mm diameter round bar | Each | 20 | 496.5 | 9,930 |
| 146 | For pipes 100 to 250 mm diameter | Each | 4 | 810.45 | 3,241.8 |
| 147 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 8,150.5 | 16,301 |
| 148 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 2 | 6,680.6 | 13,361.2 |
| 149 | 500 mm dia piles | Metre | 700 | 2,703.25 | 18,92,275 |
| 150 | 600 mm dia piles | Metre | 370 | 3,637.2 | 13,45,764 |
| 151 | Routine test (Test Load 1.5 times the Safe capacity) | Per Test | 2 | 32,436.1 | 64,872.2 |
| 152 | Upto 400 tonne Safe capacity of group | Per Test | 1 | 40,545.15 | 40,545.15 |
| Schedule total | ₹3,46,05,417.35 | ||||
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