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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.6 LAccepted-Finance | ₹57.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹57.6 LSame as L1Rejected-Finance | ₹57.6 LSame as L1 | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical FLAT NO 459 SEC 12A GURUGRAM | GURUGRAM | GURUGRAM | HARYANA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹57.6 L
EMD Value
₹1.2 L
Closing Date
18 Jun 2026, 5:00 pmClosed
Satish Kumar
XEN Office (Chandigarh)
Construction of Boundary wall around 9.5 Acre land at Tourist Complex, Sohna
2026_HBC_527591_1
20262FD3B693 4EC1 4247 9C0F CD42C254D8841269HTC
Open Tender
Civil Works
Works
90 days
Sohna
A valid registration/contractors id on Haryana Engineering Works Portal
2 documents required · 2 mandatory
₹5,900
₹1.2 L
Yes
10 Sept 2026
8 Jun 2026
19 Jun 2026
8 Jun 2026
18 Jun 2026
8 Jun 2026
8 Jun 2026 - 10 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 | [1.PM056] PM056. Hire charges for JCB with bucket capacity of 0.4 to 0.75 cum with fuel and driver [Rate] | 30 | Per day | 5,715 | ₹1,71,450 |
| 2 | [11.27.2]Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : 2. Raised and cut pointing [Through Rate] | 4,459.31 | Sqm | 119 | ₹5,30,657.89 |
| 3 | [13.4.2]Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 2. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) [Through Rate] | 1,200 | Kg. | 95 | ₹1,14,000 |
| 4 | [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 [Through Rate] | 764.56 | cum | 78 | ₹59,635.68 |
| 5 | [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) [Through Rate] | 106.19 | cum | 3,476 | ₹3,69,116.44 |
| 6 | [6.1.7]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: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate] | 127.43 | cum | 2,192 | ₹2,79,326.56 |
| 7 | [7.83.1]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) up to plinth level with : 1. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] | 509.7 | cum | 2,935 | ₹14,95,969.5 |
| 8 | [7.84.1]Random rubble masonry with hard stone in superstructure above plinth level and up to floor four level, including levelling 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. 1. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] | 888.44 | cum | 3,089 | ₹27,44,391.16 |
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