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Tender Value
₹94.4 Cr
EMD Value
₹48.7 L
Closing Date
17 Apr 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
DY CE C PA
14 conditions · 3 needing a document upload
Clause 10.2 and for tenderer participating as JV firm Clause 17.15.2 of TENDER FORM (Second Sheet) at Page No.14 & 24 of GCC April, 2022) of Tender Document
Definition of Similar Nature of work to be read as under: This a composite work. Any Civil Engineering Work and Any Steel Fabrication Work. (Cost of Civil Engineering work : Rs.699917507.58 and Cost of Steel Fabrication work : Rs.244026771.31 = Total Advertised cost = Rs.943944278.89).
Clause 10.1 & and for tenderer participating as JV firm Clause 17.15.1 of TENDER FORM (Second Sheet) at Page 12-14 & 24 of GCC APRIL 2022 & Clause of SPECIAL CONDITIONS OF CONTRACT (PART-I) (SCC) of this document).
9 conditions · 3 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.
Scope of work as per Tender document
The advance correction slip to relevant clauses are applicable and part of the tender document. Hence, tenderer require to look into the correction slips before submitting tender.
Completion Period : 18 months & Maintenance Period : 3 months
PUNE YARD REMODELLING WORKS of - "Construction of minor bridges, retaining wall, circulating area, drain building work, platform, FOB, skywalk, and allied civil works related to Pune yard".
DYCECPA-E-TENDER-25-26-05
DYCECPA-E-TENDER-25-26-05
Open
Works - General
18 Months
Pune, Maharashtra
₹0
₹48.7 L
17 Apr 2026
23 Mar 2026
3 Apr 2026
700 items across 21 schedules · ₹1,09,13,13,464.71 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 1 | All kinds of soil. | cum | 512 | 260.3 | 1,33,273.6 |
| Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. | — | — | — | — | |
| 2 | Ordinary rock | cum | 384 | 632.95 | 2,43,052.8 |
| 3 | Hard rock (blasting prohibited) | cum | 384 | 1,523.05 | 5,84,851.2 |
| 4 | 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 | 4001 | 700.5 | 28,02,700.5 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 5 | 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 | 129 | 7,294.7 | 9,41,016.3 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 461 | 392.15 | 1,80,781.15 |
| 7 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 2477 | 842.5 | 20,86,872.5 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 8 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 122502 | 107.85 | 1,32,11,840.7 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , 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, finishing and reinforcement as per direction of the engineer-in- charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 9 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 614 | 9,504.75 | 58,35,916.5 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 585 | 9,860.4 | 57,68,334 |
| 11 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 480 | 733.5 | 3,52,080 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 12 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 72 | 2,434.25 | 1,75,266 |
| 13 | 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 | 12 | 3,551.25 | 42,615 |
| 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. | — | — | — | — | |
| 14 | In cement mortar | cum | 83 | 2,060.2 | 1,70,996.6 |
| Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : | — | — | — | — | |
| 15 | Of area 3 sq. metres and below | Each | 15 | 367.2 | 5,508 |
| Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : | — | — | — | — | |
| 16 | Of area 3 sq. metres and below | Each | 15 | 143.5 | 2,152.5 |
| Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: | — | — | — | — | |
| 17 | G.S. Sheet | Sqm | 237 | 164.95 | 39,093.15 |
| 18 | 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 | 5919 | 263.95 | 15,62,320.05 |
| Schedule total | ₹3,41,38,670.55 | ||||
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details.html
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nit.pdf
NIT
YARDWORKSPUNEWITHACS11.pdf TENDER DOCUMENT
ATTACHMENT
ACS11GCCWorks2026March2.pdf ACS11
ATTACHMENT
UWIDcombined.pdf
ATTACHMENT
97017_.pdf
ATTACHMENT
97018_.pdf
ATTACHMENT
97019_.pdf
ATTACHMENT
97020_.pdf
ATTACHMENT
Drawing5
ATTACHMENT
Drawing6
ATTACHMENT
PA-CONST-FOB-SKYWALK-GAD-PUNEYARD_.pdf
ATTACHMENT
PA-CONST-FOB-GAD-PUNEYARD_V5_.pdf
ATTACHMENT
YARDWORKSPUNEWITHACS11.pdf
ATTACHMENT
ACS11GCCWorks2026March2.pdf
ATTACHMENT
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