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Tender Value
₹8.0 Cr
EMD Value
₹5.5 L
Closing Date
27 Feb 2026, 10:30 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CIVIL
16 conditions · 3 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.
Civil Engineering works: Schedule A + Schedule B + Schedule C Electrical works: Schedule D.
Defination of Similar Work :- For Civil Engineering works : Construction of Building with Pile Foundation For Electrical works : Any electrical wiring work involving voltages of 415 volts or above
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.
The following to be included as tender condition for Custom Compliance in IREPS for Electrical license as follows: "Electrical License: The tenderer should engage license holder, who possess valid contractor license of "ESB/EB" grade and C grade for medium voltage works or higher grade issued by Tamil Nadu State or any other state for executing the Electrical works. The tenderer should submit documentary proof on the above before commencing electrical works to Dy.CEE/M/ICF and get his approval."
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 Community Hall at Perambur
2026377212108~ICF
2026377212108
Open
Works - General
9 Months
Chennai, Tamil Nadu
₹0
₹5.5 L
27 Feb 2026
30 Jan 2026
13 Feb 2026
372 items across 9 schedules · ₹8,03,88,091.26 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 390 | 217.16 | 84,692.4 |
| 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 | 15 | 411.3 | 6,169.5 |
| 3 | All kinds of soil. | cum | 490 | 286.85 | 1,40,556.5 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 100 | 253.95 | 25,395 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 50 | 2,161.2 | 1,08,060 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 10 | 14.5 | 145 |
| 7 | Beyond 30 cm girth upto and including 60 cm girth | Each | 2 | 439.25 | 878.5 |
| 8 | Beyond 60 cm girth upto and including 120 cm girth | Each | 2 | 1,957.15 | 3,914.3 |
| 9 | Beyond 120 cm girth upto and including 240 cm girth | Each | 2 | 9,084.05 | 18,168.1 |
| 10 | 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 | 80 | 7,365.15 | 5,89,212 |
| 11 | 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 | 50 | 6,326.05 | 3,16,302.5 |
| 12 | Foundations, footings, bases for columns | Sqm | 150 | 307.95 | 46,192.5 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 450 | 307.95 | 1,38,577.5 |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 30 | 669.55 | 20,086.5 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1400 | 766.55 | 10,73,170 |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1000 | 608.35 | 6,08,350 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 700 | 804.25 | 5,62,975 |
| 18 | Stairs, (excluding landings) except spiral-staircases | Sqm | 40 | 657.75 | 26,310 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 300 | 8,683.8 | 26,05,140 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 500 | 10,306.2 | 51,53,100 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 340 | 688.45 | 2,34,073 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 6,658.25 | 99,873.75 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 8,288.35 | 16,57,670 |
| 24 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 20 | 1,018.05 | 20,361 |
| 25 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 20 | 86.45 | 1,729 |
| 26 | Area of slab over 0.50 sqm | Sqm | 60 | 4,425.35 | 2,65,521 |
| 27 | Granite work | Metre | 60 | 418.85 | 25,131 |
| 28 | Metre | 60 | 475.55 | 28,533 | |
| 29 | 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 | 150 | 1,063.45 | 1,59,517.5 |
| 30 | Second class teak wood | cum | 1.5 | 1,31,576.95 | 1,97,365.43 |
| 31 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 65 | 1,897.1 | 1,23,311.5 |
| 32 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 35 | 2,015.75 | 70,551.25 |
| 33 | 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 | 35 | 401.4 | 14,049 |
| 34 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | Sqm | 35 | 93.65 | 3,277.75 |
| 35 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2000 | 197.7 | 3,95,400 |
| 36 | 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 20mm nominal size). | Each | 80 | 194.35 | 15,548 |
| 37 | 250x10 mm | Each | 30 | 374.35 | 11,230.5 |
| 38 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 16 | 723.8 | 11,580.8 |
| 39 | 125 mm | Each | 32 | 205.1 | 6,563.2 |
| 40 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 16 | 109.6 | 1,753.6 |
| 41 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 16 | 1,025.65 | 16,410.4 |
| 42 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 5 | 7,249.9 | 36,249.5 |
| 43 | Three track three panels sliding window made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) | Sqm | 60 | 9,183.3 | 5,50,998 |
| 44 | 100mm | Each | 8 | 75.7 | 605.6 |
| 45 | 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, i/c 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 | 200 | 612.25 | 1,22,450 |
| 46 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 100 | 855.9 | 85,590 |
| 47 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 20 | 7,958.65 | 1,59,173 |
| 48 | Size of Tile 800 x 1600 mm | Sqm | 800 | 1,681.35 | 13,45,080 |
| 49 | Flat surfaces | Sqm | 60 | 1,421.25 | 85,275 |
| 50 | Curved surfaces | Sqm | 80 | 1,708.05 | 1,36,644 |
| 51 | 110 mm diameter | Metre | 50 | 319.75 | 15,987.5 |
| 52 | 110 mm bend | Each | 6 | 132 | 792 |
| 53 | 110 mm Shoe | Each | 6 | 115.95 | 695.7 |
| 54 | 110 mm | Each | 60 | 309.5 | 18,570 |
| 55 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 6 | 47.9 | 287.4 |
| 56 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 530 | 1,145.95 | 6,07,353.5 |
| 57 | 1:4 (1 cement: 4 fine sand) | Sqm | 1200 | 294.85 | 3,53,820 |
| 58 | 1:6 (1 cement: 6 fine sand) | Sqm | 1000 | 282 | 2,82,000 |
| 59 | 1:3 (1 cement : 3 fine sand) | Sqm | 800 | 253.05 | 2,02,440 |
| 60 | New work (three or more coats) | Sqm | 800 | 32.45 | 25,960 |
| 61 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1200 | 162.55 | 1,95,060 |
| 62 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 1000 | 162.35 | 1,62,350 |
| 63 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 60 | 55.5 | 3,330 |
| 64 | Two or more coats on new work | Sqm | 60 | 131.45 | 7,887 |
| 65 | Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish | Sqm | 70 | 197.4 | 13,818 |
| 66 | New work | Sqm | 70 | 164.15 | 11,490.5 |
| 67 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 68 | In cement mortar | cum | 5 | 1,698.45 | 8,492.25 |
| 69 | 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 | 5 | 2,328.55 | 11,642.75 |
| 70 | 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 paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 50 | 2,803.65 | 1,40,182.5 |
| 71 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 50 | 932.35 | 46,617.5 |
| 72 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 6 | 1,679.6 | 10,077.6 |
| 73 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 4 | 299.35 | 1,197.4 |
| 74 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge. | Each | 6 | 886.25 | 5,317.5 |
| 75 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & m a k e as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 2 | 6,119.15 | 12,238.3 |
| 76 | Rectangular shape 453x357 mm | Each | 6 | 1,158.95 | 6,953.7 |
| 77 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 4 | 942.15 | 3,768.6 |
| 78 | 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 | 6 | 600.35 | 3,602.1 |
| 79 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 4 | 13,036.55 | 52,146.2 |
| 80 | 25 mm nominal dia Pipes | Metre | 100 | 626.05 | 62,605 |
| 81 | 50 mm dia nominal bore | Metre | 100 | 654.2 | 65,420 |
| 82 | 25 mm nominal bore | Each | 5 | 532.35 | 2,661.75 |
| 83 | 50 mm nominal bore | Each | 5 | 878.25 | 4,391.25 |
| 84 | 25 mm nominal bore | Each | 5 | 399.15 | 1,995.75 |
| 85 | Class II | Each | 2 | 4,500.25 | 9,000.5 |
| 86 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 3 | 24,388.85 | 73,166.55 |
| 87 | 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 | 5000 | 9.7 | 48,500 |
| 88 | 15 mm nominal bore | Each | 10 | 708.4 | 7,084 |
| 89 | 15mm nominal bore | Each | 10 | 500.35 | 5,003.5 |
| 90 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 10 | 156.65 | 1,566.5 |
| 91 | 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 | 6 | 96.75 | 580.5 |
| 92 | Up to 600 mm dia | Quintal | 1.5 | 17,155.9 | 25,733.85 |
| 93 | 100 mm dia pipes | Joint | 10 | 96.15 | 961.5 |
| 94 | 100 mm dia Ductile Iron Class K-7 pipes | Metre | 50 | 1,121.1 | 56,055 |
| 95 | 20 mm nominal bore, weighing not less than 40 gms | Each | 5 | 76.5 | 382.5 |
| 96 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. | Metre | 50 | 171.8 | 8,590 |
| 97 | 100 mm diameter | Metre | 50 | 375.75 | 18,787.5 |
| 98 | 150 mm diameter | Metre | 50 | 591.4 | 29,570 |
| 99 | 100 mm diameter S.W. pipe | Metre | 100 | 895.5 | 89,550 |
| 100 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 2,453.55 | 14,721.3 |
| 101 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 11,886.45 | 35,659.35 |
| 102 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 3 | 6,986.8 | 20,960.4 |
| 103 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 7,308.15 | 21,924.45 |
| 104 | 450 mm dia piles | Metre | 3300 | 1,916.4 | 63,24,120 |
| 105 | Routine test (Test Load 1.5 times the Safe capacity) | Each Test | 1 | 18,463.55 | 18,463.55 |
| 106 | Routine test (Test Load 1.5 times the Safe capacity) | Each Test | 1 | 38,131.2 | 38,131.2 |
| 107 | 12mm thickness | Sqm | 335 | 5,095.05 | 17,06,841.75 |
| 108 | Frame size 50 x 100 mm | Metre | 25 | 853 | 21,325 |
| 109 | 30 mm thick | Sqm | 7 | 4,327.7 | 30,293.9 |
| Schedule total | ₹2,83,67,071.13 | ||||
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