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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹71.2 LAdmitted-Finance | -2.21% | ₹71.2 L | L1 | Admitted-Finance |
| 2 | L2₹71.3 L+₹15,279.92 (0.21%)Admitted-Finance | -2.00% | ₹71.3 L+₹15,279.92 (0.21%) | L2 | Admitted-Finance |
| 3 | L3₹71.5 L+₹33,470.30 (0.47%)Admitted-Finance NOORPUR MURAD NAGAR UTTAR PRADESH 201208 | MURAD NAGAR | UTTAR PRADESH | 201208 | -1.75% | ₹71.5 L+₹33,470.30 (0.47%) | L3 | Admitted-Finance |
| 4 | L4₹71.8 L+₹68,395.83 (0.96%)Admitted-Finance | -1.27% | ₹71.8 L+₹68,395.83 (0.96%) | L4 | Admitted-Finance |
| 5 | L5₹72.0 L+₹84,403.37 (1.19%)Admitted-Finance | -1.05% | ₹72.0 L+₹84,403.37 (1.19%) | L5 | Admitted-Finance |
Tender Value
₹72.8 L
EMD Value
₹1.5 L
Closing Date
5 May 2026, 5:00 pmClosed
VICE CHAIRMAN GHAZIABAD DEVELOPMENT AUTHORITY
GDA OFFICE VIKAS PATH GHAZIABAD
Construction of R.C.C drain and laying of C.C tiles on road in Kanavani village of Indirapuram Scheme.
2026_GDAUP_1137027_1
665/4/PA-T/2025-26 Dt. 10.04.2026 (S.no-02)
Open Tender
Civil Works
Percentage
120 days
GHAZIABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,779
AS PER LINK PROVIDED IN TENDER DOCUMENT
₹1.5 L
12 Jun 2026
15 Apr 2026
7 May 2026
15 Apr 2026
5 May 2026
15 Apr 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 excavated by mechenical means (hydraulic excavator)/ manual means in foudation trenches or drains (not exceeding 1.5 m in width of 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. All kinds of soil Item no-2.8.1 DSR 2023. | - | CUM | - | - |
| 2 | Banking excavated earth by mechenical/manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embanmments for roads, flood banks, and guide banks. etc. lead upto 50 m and for all lift: all kinds of soil Cartage of 8 km etc DSR 2023 ITEM NO- 2.3.1 +SOR2022-231 (A) | - | CUM | - | - |
| 3 | 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) item no-4.1.8 DSR 2023 | - | CUM | - | - |
| 4 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). DSR 2023/5.33.1.1 UP TO PLINTH LEVEL All works upto plinth level DSR 5.33.1/2023 (5.33.1.1) (A) Rafft | - | CUM | - | - |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). DSR 2023/5.33.1.1 UP TO PLINTH LEVEL All works upto plinth level DSR 5.33.1/2023 (5.33.1.1) (B) .WALL | - | CUM | - | - |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). DSR 2023/5.33.1.1 UP TO PLINTH LEVEL All works upto plinth level DSR 5.33.1/2023 (5.33.1.1) (C). SLAB | - | CUM | - | - |
| 7 | M.S. steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. mild steel and medium tensile steel bars. Item no-5.22.1 DSR 2023 | - | QTL | - | - |
| 8 | 1:2:4 (1 cement : 2 coarse sand derived from
natural sources : 4 graded stone aggregate 20
mm nominal size derived from natural sources) (DSR-4.1.3/2023) | - | CUM | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : DSR 2023/5.9 RAFT (5.9.1) DSR 2023/5.9 | - | SQM | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : DSR 2023/5.9 WALL (5.9.2) DSR 2023/5.9 | - | SQM | - | - |
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