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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance | -14.99% | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹6.2 LAdmitted-Finance | -11.90% | ₹6.2 L | L2 | Admitted-Finance |
| 3 | L3₹6.6 LAdmitted-Finance | -5.80% | ₹6.6 L | L3 | Admitted-Finance |
| 4 | L4₹6.9 LAdmitted-Finance | -1.99% | ₹6.9 L | L4 | Admitted-Finance |
| 5 | L5₹6.9 LAdmitted-Finance | -1.00% | ₹6.9 L | L5 | Admitted-Finance |
Tender Value
₹7.0 L
EMD Value
₹14,000
Closing Date
3 Aug 2026, 5:00 pmClosed
Vikas Dhiman
Municipal Corporation Yamunanagar
Construction of Street and drain from Charanjit ki chakki to Ho Sajan in Durga Garden colony ward no 06 (FOR L/C SOCIETY LTD)
2026_HRY_537105_1
202623C1F09B 9092 44A8 8C3B D9D89D09A2B9288ULB
Open Tender
Civil Works
Works
115 days
Jagadhari
2 documents required · 2 mandatory
₹1,000
₹14,000
Yes
24 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 2026
3 Aug 2026
28 Jul 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. [Through Rate] | 62.1 | cum | 1,863 | ₹1,15,692.3 |
| 1.02 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 47.4 | Sqm | 113 | ₹5,356.2 |
| 1.03 | [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 [Through Rate] | 70 | Kg. | 83 | ₹5,810 |
| 1.04 | [20.62.1]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 1. 200 mm i/d [Through Rate] | 180 | Metre | 285 | ₹51,300 |
| 1.05 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km] | 58.05 | cum | 66 | ₹3,831.3 |
| 1.06 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | 69 | cum | 83 | ₹5,727 |
| 1.07 | [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] | 69 | cum | 78 | ₹5,382 |
| 1.08 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate] | 58.05 | cum | 460 | ₹26,703 |
| 1.09 | [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] | 84.98 | cum | 3,975 | ₹3,37,795.5 |
| 1.1 | [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) [Through Rate] | 4.32 | cum | 4,374 | ₹18,895.68 |
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