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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC BALTANA HOUSE NO 202 HARMILAP NAGAR PHASE 1 SAS NAGAR PUNJAB 140604 | SAS NAGAR | SAS NAGAR | PUNJAB | 140604 | ₹11.6 L Quoted ₹9.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.4 LRejected-AOC | ₹9.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹9.5 LRejected-AOC HARYANA HARYANA HARYANA | JHAJJAR | HARYANA | 124021 | ₹9.5 L | L3 | Rejected-AOC L3 |
| 4 | L4₹10.4 LRejected-AOC | ₹10.4 L | L4 | Rejected-AOC L4 |
| 5 | L5₹11.0 LRejected-AOC SHOP NO 4 NIRMAL VIHAR SECTOR 7 KARNAL HARYANA 132001 | KARNAL | KARNAL | HARYANA | 132001 | ₹11.0 L | L5 | Rejected-AOC L5 |
Tender Value
₹11.6 L
EMD Value
₹24,000
Closing Date
14 Apr 2026, 12:00 pmClosed
Narender Kumar Payal
DIV 2 Panchkula
Construction of boundary wall complete in all respect at boosting station in Sector 30, Pinjore (A/mtc of PH services in Sector 30, Pinjore Kalka Urban Complex)
2026_HBC_513189_1
2026E48029ED D035 4922 BDB2 A6FFB0843143270HSV
Open Tender
Civil Works
90 days
Panchkula
2 documents required · 2 mandatory
₹500
₹24,000
Yes
18 May 2026
7 Apr 2026
14 Apr 2026
7 Apr 2026
14 Apr 2026
7 Apr 2026
7 Apr 2026 - 9 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 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. | - | cum | 1,863 | - | BI01010001010000000000000515BI0100001113 |
| 2 | [10.4]Providing and laying of screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. | - | Sqm | 88 | - | BI01010001010000000000000515BI0100001114 |
| 3 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) | - | Sqm | 113 | - | BI01010001010000000000000515BI0100001115 |
| 4 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | - | Kg. | 83 | - | BI01010001010000000000000515BI0100001116 |
| 5 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil | - | cum | 78 | - | BI01010001010000000000000515BI0100001117 |
| 6 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | cum | 3,476 | - | BI01010001010000000000000515BI0100001118 |
| 7 | [6.14.2]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | cum | 3,875 | - | BI01010001010000000000000515BI0100001119 |
| 8 | [6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars | - | Kg. | 68 | - | BI01010001010000000000000515BI0100001120 |
| 9 | [7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | 4,488 | - | BI01010001010000000000000515BI0100001121 |
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