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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.0 LAdmitted-Finance | -43.99% | ₹32.0 L | L1 | Admitted-Finance |
| 2 | L2₹34.0 LAdmitted-Finance 5546 NICHOLSON ROAD SADAR BAZAR AMBALA HARYANA 133001 | AMBALA | HARYANA | 133001 | -40.39% | ₹34.0 L | L2 | Admitted-Finance |
| 3 | L3₹34.8 LAdmitted-Finance | -39.04% | ₹34.8 L | L3 | Admitted-Finance |
| 4 | L4₹36.0 LAdmitted-Finance | -36.88% | ₹36.0 L | L4 | Admitted-Finance |
| 5 | L5₹36.8 LAdmitted-Finance | -35.49% | ₹36.8 L | L5 | Admitted-Finance |
Tender Value
₹57.1 L
EMD Value
₹1.1 L
Closing Date
23 Apr 2026, 3:00 pmClosed
EE,NPD-6,DDA
EE,NPD-6,DDA
Construction of Footpath along both sides of 20m internal roads around vacant plots behind pocket 5and6 in Sector G2/G6, Narela sub-city.
2026_DDA_905490_1
02/EE/NPD-6/DDA/2026-27
Open Tender
Civil Works
150 days
NARELA
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.1 L
6 May 2026
15 Apr 2026
24 Apr 2026
15 Apr 2026
23 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 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.
2.8.1 All kinds of soil. | 1 | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 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 and for all lift. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. | - | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Apply GST correction factor 0.973 (Estt. Cost) = 57,10,543.11 | - | RS | - | - | BI01010001010000000000000515BI0100001120 |
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