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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.7 LAdmitted-Finance | -37.88% | ₹17.7 L | L1 | Admitted-Finance |
| 2 | L2₹19.2 L+₹1.5 L (8.21%)Admitted-Finance B 1250 GALI NO 3 NEAR TINU PUBLIC SCHOOL SANGAM VIHAR SOUTH DELHI NEW DELHI 110080 | SOUTH DELHI | DELHI | 110080 | -32.78% | ₹19.2 L+₹1.5 L (8.21%) | L2 | Admitted-Finance |
| 3 | L3₹20.5 L+₹2.8 L (16.0%)Admitted-Finance | -27.92% | ₹20.5 L+₹2.8 L (16.0%) | L3 | Admitted-Finance |
| 4 | L4₹27.9 L+₹10.2 L (57.5%)Admitted-Finance F 70 PRASHANT VIHAR ROHINI DELHI 110085 PRASHANT VIHAR ROHINI DELHI 110085 NORTH WEST DELHI DELHI 110085 | NORTH WEST DELHI | DELHI | 110085 | -2.15% | ₹27.9 L+₹10.2 L (57.5%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Rejected |
Tender Value
₹28.5 L
EMD Value
₹57,003
Closing Date
30 Jun 2026, 3:00 pmClosed
Executive Engineer
EE/HCD-9/DDA
Construction of boundary wall and gate for the area reclaimed after demolition in Tilpath Valley Bio-diversity Park.
2026_DDA_914514_1
05/EE/HCD-9/DDA/2026-27
Open Tender
Civil Works
Percentage
90 days
As Per NIT
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹57,003
13 Aug 2026
23 Jun 2026
1 Jul 2026
23 Jun 2026
30 Jun 2026
23 Jun 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 | Demolishing stone rubble masonry 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 : In cement mortar | 11.25 | cum | 2,458.95 | ₹27,663.19 |
| 2 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) (NOTE: Hard stone will be provided by the Department Free of Cost) | 14 | cum | 5,035 | ₹70,490 |
| 3 | 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 | 76 | cum | 260.3 | ₹19,782.8 |
| 4 | 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). | 16 | cum | 6,518.6 | ₹1,04,297.6 |
| 5 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 36 | cum | 7,311.25 | ₹2,63,205 |
| 6 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | 9.45 | cum | 9,275.45 | ₹87,653 |
| 7 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing. | 121 | sqm | 701.05 | ₹84,827.05 |
| 8 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 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) | 3.4 | cum | 9,895.2 | ₹33,643.68 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. | 15 | sqm | 392.15 | ₹5,882.25 |
| 10 | 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 | 568 | each | 82.45 | ₹46,831.6 |
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