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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | -5.10% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹27,470.61 (0.26%)Admitted-Finance | -4.85% | ₹1.0 Cr+₹27,470.61 (0.26%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹3.3 L (3.16%)Admitted-Finance | -2.10% | ₹1.1 Cr+₹3.3 L (3.16%) | L3 | Admitted-Finance |
| 4 | L4₹1.1 Cr+₹3.9 L (3.78%)Admitted-Finance | -1.51% | ₹1.1 Cr+₹3.9 L (3.78%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical VC ORDER |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
18 Mar 2026, 5:00 pmClosed
VICE CHAIRMAN GHAZIABAD DEVELOPMENT AUTHORITY
GDA OFFICE VIKAS PATH GHAZIABAD
CONSTRUCTION OF OPEN AIR THEATRE IN SHAHEED SMARK PARK AT INDUSTRIAL POCKET , MADHUBAN BAPUDHAM SCHEME
2026_GDAUP_1118239_1
659/4/PA-T/2025-26 Dt. 17.02.2026 (S.no-02)
Open Tender
Civil Works
Percentage
180 days
GHAZIABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,198
AS PER LINK PROVIDED IN TENDER DOCUMENT
₹2.2 L
7 Apr 2026
19 Feb 2026
20 Mar 2026
19 Feb 2026
18 Mar 2026
19 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (DSR Item No.2.6.1) | 254 | Cum | 135.25 | ₹34,353.5 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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). (DSR-4.1.8/2023)(17.60X0.7625=13.42 | 113 | Sqm | 5,194.15 | ₹5,86,938.95 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth 1:6 cement & C. sand mortar (DSR Item No.6.1.2)(7132.25X0.7625=5438.34) | 80 | Cum | 5,438.34 | ₹4,35,067.2 |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in Super structure 1:4 cement & C. sand mortar (DSR Item No.6.4.1)(9344.35x0.7625=7125.07) | 123 | Cum | 7,125.07 | ₹8,76,383.61 |
| 5 | Same as in Item No.4 bur for half brick wall (DSr Item No.6.13.2)(1123.80X0.7625=856.90) | 57.4 | Sqm | 856.9 | ₹49,186.06 |
| 6 | Providing and laying in position cement concrete of specified grade All work up to plinth level in 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).(DSR Item No.4.1.3)(7878.50x0.7625=6007.35) | 3 | Cum | 6,007.35 | ₹18,022.05 |
| 7 | 12mm thick plaster of mix 1:4 cement and coarse sand mortor (DSR Item No.13.4.1/2023)(357.35x0.7625=272.48) | 1,583 | Sqm | 272.48 | ₹4,31,335.84 |
| 8 | 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 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 e[cluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note E[tra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mi[ is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum(DSR 2023/5.33.1.1)(9504.75X0.7625=7247.37) | 266 | Cum | 7,247.37 | ₹19,27,800.42 |
| 9 | Centering and shuttering including strutting, propping and removal of from work for foundation,footings, bases of columns etc. mass concrete.(DSR item No-5.9.1) (392.15X0.7625=299.01) | 330 | Sqm | 299.01 | ₹98,673.3 |
| 10 | Centering and shuttering including strutting, propping and removal of from work for walls (any thickness). mass concrete.(DSR item No-5.9.2) (842.50X0.7625=642.41) | 653 | Sqm | 642.41 | ₹4,19,493.73 |
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