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Tender ID
Tender Value
₹23.2 Cr
EMD Value
₹13.1 L
Closing Date
10 Apr 2026, 10:30 amClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CIVIL
15 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.
Bid Capacity:- The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-XVII of bid document annexed. The tenderer shall submit the Bid capacity statement in Annexure XVII of bid document annexed duly certified by the Chartered accountant along with offer, If not submitted their offer shall be considered as incomplete and will be summarily rejected. The List of works on hand shall be submitted in the proforma annexed as Annexure-IV of bid document annexed and the same shall be certified by Chartered accountant, if not the offer will be summarily rejected.
31 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 ROB over ICF tracks crossing the Thirumangalam Road in Annanagar yard
2026377212166~ICF
2026377212166
Open
Works - General
24 Months
Chennai, Tamil Nadu
₹0
₹13.1 L
10 Apr 2026
19 Mar 2026
27 Mar 2026
314 items across 15 schedules · ₹23,18,70,296.32 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading,unloading and stacking | — | — | — | — | |
| Earth | — | — | — | — | |
| 1 | 5km | cum | 1000 | 271.45 | 2,71,450 |
| 2 | Beyond 5 km upto 10 km per km | cum-km | 1000 | 19.35 | 19,350 |
| CONCRETE WORK | — | — | — | — | |
| Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. | — | — | — | — | |
| 3 | 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 | 14 | 8,130.65 | 1,13,829.1 |
| MISCELLANEOUS | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | — | — | — | — | |
| All works above plinth and upto floor V level : | — | — | — | — | |
| 4 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 200 | 10,009.5 | 20,01,900 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| PRE-CAST RCC | — | — | — | — | |
| 5 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 60 | 12,321.25 | 7,39,275 |
| FINISHING | — | — | — | — | |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. | — | — | — | — | |
| 6 | On concrete work | Sqm | 5000 | 198.4 | 9,92,000 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 7 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 10 | 2,007.1 | 20,071 |
| 8 | 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 | 10 | 2,928.1 | 29,281 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 9 | In cement mortar | cum | 10 | 1,698.45 | 16,984.5 |
| Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: | — | — | — | — | |
| 10 | R.S. Joists | Kg | 1010 | 2.8 | 2,828 |
| 11 | Channels, angles, tees and flats | Kg | 1014 | 1.9 | 1,926.6 |
| Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: | — | — | — | — | |
| 12 | G.S. Sheet | Sqm | 200 | 136 | 27,200 |
| Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : | — | — | — | — | |
| 13 | Water bound macadam road | Sqm | 1000 | 179.65 | 1,79,650 |
| 14 | bituminous road | Sqm | 1000 | 353.65 | 3,53,650 |
| ROAD WORK | — | — | — | — | |
| Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. | — | — | — | — | |
| Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). | — | — | — | — | |
| 15 | 25 mm thick | Sqm | 2500 | 726.95 | 18,17,375 |
| MISCELLANEOUS | — | — | — | — | |
| 16 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 300 | 175.5 | 52,650 |
| Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge. | — | — | — | — | |
| 17 | 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 | 100 | 10,870.75 | 10,87,075 |
| Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS- Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. | — | — | — | — | |
| 18 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm | Each | 20 | 4,209.2 | 84,184 |
| 19 | 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 | 800 | 623.8 | 4,99,040 |
| Schedule total | ₹83,09,719.2 | ||||
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details.html
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nit.pdf
NIT
Additionalsafetyaspects.pdf
ATTACHMENT
ROBdrawing.pdf
ATTACHMENT
Conservancycharges.pdf
ATTACHMENT
gccwithcorrectionslips.pdf
ATTACHMENT
CompleteBiddocument_compressed.pdf
ATTACHMENT
jpo_1.pdf
ATTACHMENT
scopeofworkrob.pdf
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AdditionalSpecialCondition-ROB.pdf
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electrical.pdf
ATTACHMENT
ROBdrawing.pdf
CORRIGENDUM
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