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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.5 LAccepted-Finance | ₹14.5 L | 1 | Accepted-Finance Accepted |
| 2 | 2₹14.5 L+₹7,374.09 (0.51%)Rejected-Finance | ₹14.5 L+₹7,374.09 (0.51%) | 2 | Rejected-Finance Rejected |
| 3 | 3₹15.2 L+₹74,294.03 (5.14%)Rejected-Finance | ₹15.2 L+₹74,294.03 (5.14%) | 3 | Rejected-Finance Rejected |
| 4 | 4₹15.5 L+₹1.0 L (7.16%)Rejected-Finance H NO 1209 SHANKAR PURI CHHOTI LINE JAGADHRI 135003 | YAMUNANAGAR | HARYANA | 135003 | ₹15.5 L+₹1.0 L (7.16%) | 4 | Rejected-Finance Rejected |
| 5 | 5₹16.2 L+₹1.8 L (12.3%)Rejected-Finance | ₹16.2 L+₹1.8 L (12.3%) | 5 | Rejected-Finance Rejected |
Tender Value
₹18.4 L
EMD Value
₹36,000
Closing Date
12 Jun 2026, 5:00 pmClosed
Vikas Dhiman
Municipal Corporation Yamunanagar
Construction of Street and Drain From H/o Vijender to H/o Shekhar, Aggarwal Godown to H/o Sonu, H/o Jitu to H/o Neeraj and H/o Ram Kishor to H/o Bindu in Hanuman Colony-2, Ward No.-11, M.C Yamunanagar Jagadhri (FOR L/C SOCIETY LTD)
2026_HRY_526077_1
20268B3AC8DF 6D19 450B 919F A80B0D2BCD41288ULB
Open Tender
Civil Works
Works
100 days
Yamunanagar
2 documents required · 2 mandatory
₹1,000
₹36,000
Yes
20 Jul 2026
2 Jun 2026
13 Jun 2026
2 Jun 2026
12 Jun 2026
2 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 |
|---|---|---|---|---|---|
| 1.01 | [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. [Material Rate] | 7.56 | cum | 1,588 | ₹12,005.28 |
| 1.02 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 378 | Sqm | 113 | ₹42,714 |
| 1.03 | [17.23.1]Water Bound Macadam Grading - II 1. Water Bound Macadam (63mm to 45 mm) Grading I with screening Type “A” (13.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] | 207.19 | cum | 1,188 | ₹2,46,141.72 |
| 1.04 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] | 1,286.75 | Sqm | 655 | ₹8,42,821.25 |
| 1.05 | [21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate] | 630 | Metre | 160 | ₹1,00,800 |
| 1.06 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km] | 12.15 | cum | 66 | ₹801.9 |
| 1.07 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | 465 | cum | 83 | ₹38,595 |
| 1.08 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 5km up to 10km per KM] | 1,860 | cum | 6 | ₹11,160 |
| 1.09 | [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] | 12.76 | cum | 78 | ₹995.28 |
| 1.1 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] | 465 | cum | 138 | ₹64,170 |
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