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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.7 CrAdmitted-Finance | -53.59% | ₹7.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.3 Cr+₹1.6 Cr (20.1%)Admitted-Finance | -44.25% | ₹9.3 Cr+₹1.6 Cr (20.1%) | L2 | Admitted-Finance |
| 3 | L3₹9.5 Cr+₹1.8 Cr (23.8%)Admitted-Finance H NO 94 LANE NO 4 VIJAY NAGAR TALAB TILLO JAMMU 180002 | JAMMU | JAMMU AND KASHMIR | 180002 | -42.55% | ₹9.5 Cr+₹1.8 Cr (23.8%) | L3 | Admitted-Finance |
| 4 | L4₹9.7 Cr+₹2.0 Cr (26.5%)Admitted-Finance | -41.31% | ₹9.7 Cr+₹2.0 Cr (26.5%) | L4 | Admitted-Finance |
| 5 | L5₹10.8 Cr+₹3.1 Cr (40.1%)Admitted-Finance | -34.99% | ₹10.8 Cr+₹3.1 Cr (40.1%) | L5 | Admitted-Finance |
Tender Value
₹16.6 Cr
EMD Value
₹26.6 L
Closing Date
31 Jul 2025, 3:00 pmClosed
Executive Engineer
EE/HCD-9/DDA
Providing and fixing fencing/railing with RCC post/strut, concertina coil, MS grill at periphery and remaining vacant land of Eastern and Western Bank of Yamuna River from Nh-24 to Okhla Barrage.
2025_DDA_867609_1
15/EE/HCD-9/DDA/2025-26
Open Tender
Civil Works
Percentage
180 days
As Per NIT
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹26.6 L
8 Sept 2025
5 Jul 2025
1 Aug 2025
5 Jul 2025
31 Jul 2025
5 Jul 2025
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 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. All kinds of soil. | 378.44 | Cum | 260.3 | ₹98,507.93 |
| 2 | 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 for all lift. | 81.7 | Cum | 196 | ₹16,013.2 |
| 3 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5 m.All kinds of soil | 34,194.32 | sqm | 34.15 | ₹11,67,736.03 |
| 4 | Excavating holes more than 0.10 cum &upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil | 12,224 | each | 82.45 | ₹10,07,868.8 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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) | 150.7 | Cum | 7,878.5 | ₹11,87,289.95 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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) | 3,741.79 | Cum | 7,294.7 | ₹2,72,95,235.51 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 44.92 | Cum | 6,518.6 | ₹2,92,815.51 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 73.98 | sqm | 961.3 | ₹71,116.97 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) | 390.48 | Cum | 7,132.25 | ₹27,85,000.98 |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) | 83 | Cum | 9,105.95 | ₹7,55,793.85 |
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