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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.5 LAdmitted-Finance | -45.54% | ₹14.5 L | L1 | Admitted-Finance |
| 2 | L2₹15.3 L+₹71,572.38 (4.92%)Admitted-Finance H NO 94 LANE NO 4 VIJAY NAGAR TALAB TILLO JAMMU 180002 | JAMMU | JAMMU AND KASHMIR | 180002 | -42.86% | ₹15.3 L+₹71,572.38 (4.92%) | L2 | Admitted-Finance |
| 3 | L3₹16.1 L+₹1.5 L (10.4%)Admitted-Finance | -39.89% | ₹16.1 L+₹1.5 L (10.4%) | L3 | Admitted-Finance |
| 4 | L4₹16.3 L+₹1.8 L (12.2%)Admitted-Finance | -38.88% | ₹16.3 L+₹1.8 L (12.2%) | L4 | Admitted-Finance |
| 5 | L5₹17.0 L+₹2.4 L (16.7%)Admitted-Finance F 70 PRASHANT VIHAR ROHINI DELHI 110085 PRASHANT VIHAR ROHINI DELHI 110085 NORTH WEST DELHI DELHI 110085 | NORTH WEST DELHI | DELHI | 110085 | -36.46% | ₹17.0 L+₹2.4 L (16.7%) | L5 | Admitted-Finance |
Tender Value
₹26.7 L
EMD Value
₹53,413
Closing Date
25 Jul 2026, 3:00 pmClosed
Executive Engineer
EE / HCD-2/DDA
Repairing of damaged fencing and allied civil works at Green Belt near Railway Line, Mandawali Fazalpur
2026_DDA_918077_1
10/EE / HCD-2/DDA/2026-27
Open Tender
Civil Works
Percentage
60 days
As Per NIT
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹53,413
31 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
25 Jul 2026
18 Jul 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 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. a)All kinds of soil. | 1 | cum | 260.3 | ₹260.3 |
| 2 | 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 | 4 | cum | 2,458.95 | ₹9,835.8 |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge. a)Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 46 | cum | 2,434.25 | ₹1,11,975.5 |
| 4 | 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. a) In cement mortar | 5 | cum | 2,060.2 | ₹10,301 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 47 | cum | 7,878.5 | ₹3,70,289.5 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 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) | 2 | cum | 6,518.6 | ₹13,037.2 |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:6 (1 cement : 6 coarse sand) | 5 | cum | 7,132.25 | ₹35,661.25 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters butteresses, plinth and string courses etc. | 75 | sqm | 842.5 | ₹63,187.5 |
| 9 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1,264 | kg | 133.7 | ₹1,68,996.8 |
| 10 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates efc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | 60 | kg | 772.4 | ₹46,344 |
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