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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.2 LAccepted-AOC NOT AVAILABLE | ₹43.2 L Quoted ₹38.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹41.9 LRejected-AOC C O SH YASHU GUPTA SCF 51 HARMILAP NAGAR BALTANA MOHALLI | ₹41.9 L | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical SHOP NO 4 NIRMAL VIHAR SECTOR 7 KARNAL HARYANA 132001 | KARNAL | KARNAL | HARYANA | 132001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical 787 ISMAILABAD 136129 | KURUKSHETRA | HARYANA | 136129 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹43.2 L
EMD Value
₹86,500
Closing Date
12 May 2026, 10:00 amClosed
Narender Kumar Payal
DIV 2 Panchkula
Providing and laying of sewerline and supply of earth in Judicial Complex in Sector 27, PKUC in all respect as per satisfaction of Engineer-in-charge (Providing and sewerline scheme in Sector 27, PKUC)
2026_HBC_519881_1
20261D5936F1 F7DF 4BA4 A412 A6DFA13DD977270HSV
Open Tender
Civil Works
120 days
Panchkula
2 documents required · 2 mandatory
₹2,000
₹86,500
Yes
18 May 2026
6 May 2026
12 May 2026
6 May 2026
12 May 2026
6 May 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. | 15.99 | cum | 1,863 | ₹29,789.37 | BI01010001010000000000000515BI0100001113 |
| 2 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) | 217.68 | Sqm | 139 | ₹30,257.52 | BI01010001010000000000000515BI0100001114 |
| 3 | [11.52]Cement rendering on plaster 1 mm thick | 217.68 | Sqm | 28 | ₹6,095.04 | BI01010001010000000000000515BI0100001115 |
| 4 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge | 112 | Each | 298 | ₹33,376 | BI01010001010000000000000515BI0100001116 |
| 5 | [21.93.2]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening | 28 | Each | 1,058 | ₹29,624 | BI01010001010000000000000515BI0100001117 |
| 6 | [21.98.3]`Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN- 8 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE `Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment.` 3. 250 mm Outside Dia. | 895 | Per Metre | 3,476 | ₹31,11,020 | BI01010001010000000000000515BI0100001118 |
| 7 | [4.14.1]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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. | 1,754.34 | cum | 83 | ₹1,45,610.22 | BI01010001010000000000000515BI0100001119 |
| 8 | [4.31.2]Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 2. Ordinary or hard rock | 1,415.42 | cum | 91 | ₹1,28,803.22 | BI01010001010000000000000515BI0100001120 |
| 9 | [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) | 9.68 | cum | 3,476 | ₹33,647.68 | BI01010001010000000000000515BI0100001121 |
| 10 | [6.14.1]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 : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 12.43 | cum | 4,374 | ₹54,368.82 | BI01010001010000000000000515BI0100001122 |
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