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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.2 LAccepted-AOC HARYANA | HISAR | HARYANA | 125047 | 1 | Accepted-AOC AOC | |
| 2 | 2₹30.9 L+₹9.8 L (46.1%)Rejected-Finance | 2 | Rejected-Finance Rejected | |
| 3 | 3₹21.3 L+₹15,536.85 (0.73%)Rejected-Finance | 3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | THE MAHADEV COOP L AND C SOCIETY LIMITED HISAR L3 | The Drishika Cooperative Labour & Construction Society Ltd L2 | THE SURESH NAIN CO-OPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.01 | Execution of topographical and cadastral survey works involving demarcation of pond boundary using total station/GPS, and detailed contouring of the pond area before and after excavation. The scope includes preparation and submission of accurate level sheets indicating contour intervals and demarcation details, ensuring horizontal and vertical control in accordance with standard surveying practices, and as per the instructions of the Assistant Engineer. The work shall be completed in all respects, including field data collection, plotting, and documentation. | 2 | Per day | 15,000 ₹30,000 | 11,086 ₹22,172 | 7,493 ₹14,986 Lowest |
Tender Value
₹42.3 L
EMD Value
₹84,000
Closing Date
20 Mar 2026, 5:00 pmClosed
Narender Singh Suhag
Municipal Corporation Yamunanagar
Cleaning and Excavation of MC land at Roop Nagar in Ward No.-12, Municipal Corporation Ynr-Jag (FOR L/C SOCIETY LTD)
2026_HRY_507937_1
20263AF8B4C9 0964 4C90 BAC1 3684052E5CE5288ULB
Open Tender
Civil Works
Works
100 days
Yamunanagar
2 documents required · 2 mandatory
₹5,000
₹84,000
Yes
27 Apr 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
20 Mar 2026
12 Mar 2026
Execution of topographical and cadastral survey works involving demarcation of pond boundary using total station/GPS, and detailed contouring of the pond area before and after excavation. The scope includes preparation and submission of accurate level sheets indicating contour intervals and demarcation details, ensuring horizontal and vertical control in accordance with standard surveying practices, and as per the instructions of the Assistant Engineer. The work shall be completed in all respects, including field data collection, plotting, and documentation.
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[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. [Through Rate]
[3.1.3]By Mechanical Transport including loading, unloading and stacking 3. Manure or sludge [5km]
[34.29.2]GI barbed wire fencing 2. G.I Barbed Wire Fencing 1.8 Metre High Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres centre to centre founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 [Through Rate]
[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]
[6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]
[7.70]Extra for bailing / pumping out standing water of pond caused by springs, sub soil water, canal or river seepage and broken water mains or drains except rain water collected in the trenches or foundations before laying brick work. [Through Rate]
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