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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.6 L+₹72,787.80 (25.6%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.6 L+₹74,781.99 (26.3%)Rejected-Finance 3619 B 12 MANMOHAN NAGAR AMBALA 2025R21060 | AMBALA | L3 | Rejected-Finance L3 |
Tender Value
₹4.0 L
EMD Value
₹7,980
Closing Date
14 May 2026, 11:00 amClosed
Pritpal Singh
Municipal Committee Barara
Construction of street from h/o manjit singh to h/o karnail singh and h/o Pawan to h/o Parkashoo in ward no. 6 MC barara
2026_HRY_520292_1
2026C2EB245A BDB3 47A6 8863 28693572F08A379ULB
Open Tender
Civil Works
Works
120 days
Barara
Construction of street from h/o manjit singh to h/o karnail singh and h/o Pawan to h/o Parkashoo in ward no. 6 MC barara
2 documents required · 2 mandatory
₹1,180
₹7,980
Yes
1 Jun 2026
8 May 2026
14 May 2026
8 May 2026
14 May 2026
8 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 |
|---|---|---|---|---|---|
| 1 | [14.6]Dressing side slopes and preparation of sub grade for lining in mixed gravel and conglomerate reaches by mechanical/ mannual means [Through rate] | 42 | Sqm | 14 | ₹588 |
| 2 | [17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate] | 46.9 | cum | 1,094 | ₹51,308.6 |
| 3 | [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] | 469 | Sqm | 655 | ₹3,07,195 |
| 4 | [21.54]Constructing standard drain type II drain complete consisting of cement concrete drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be 1:3:6 Paris by volume of cement sand stone Bajri and rendering to be 1:1 cement and mortar. [Through Rate] | 50 | Metre | 363 | ₹18,150 |
| 5 | [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] | 70.35 | cum | 78 | ₹5,487.3 |
| 6 | [4.4.1]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 1. All kinds of soil [Through Rate] | 469 | Sqm | 11 | ₹5,159 |
| 7 | [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] | 3.15 | cum | 3,476 | ₹10,949.4 |
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