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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-2₹19.1 LAccepted-AOC | ₹19.1 L Quoted ₹19.3 L | L-2 | Accepted-AOC Accepted due to Rate |
| 2 | L-1₹19.1 LRejected-AOC | ₹19.1 L | L-1 | Rejected-AOC Rejected due to Rate |
| 3 | L-3₹19.3 LRejected-Finance 0 0 125039 | HISAR | HARYANA | 125039 | ₹19.3 L | L-3 | Rejected-Finance Rejected |
| 4 | L-4₹21.6 LRejected-Finance | ₹21.6 L | L-4 | Rejected-Finance Rejected |
Tender Value
₹21.2 L
EMD Value
₹42,350
Closing Date
25 May 2026, 9:00 amClosed
ASHOK KUMAR
Municipal Committee Meham
Recall Tender Repairing drains/ jalls/ puliya streets etc
2026_HRY_522212_1
20269AE6F05C FABF 45A1 8D0B 2E485814B75A317ULB
Open Tender
Civil Works
190 days
Meham
Recall Tender Repairing and Maintenance
2 documents required · 2 mandatory
₹1,000
₹42,350
Yes
16 Jun 2026
18 May 2026
25 May 2026
18 May 2026
25 May 2026
18 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | - | Sqm | 113 | - | BI01010001010000000000000515BI0100001024 |
| 2 | [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] | - | Kg. | 83 | - | BI01010001010000000000000515BI0100001025 |
| 3 | [17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2)
Construction of granular sub-base by providing coarse graded 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 clause 401.of MORTandH specifications 2. Grading II material [Through Rate] | 1 | cum | 1,044 | ₹1,042.96 | BI01010001010000000000000515BI0100001026 |
| 4 | [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 | Sqm | 655 | ₹654.35 | BI01010001010000000000000515BI0100001027 |
| 5 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] | 1 | Sqm | 26 | ₹25.97 | BI01010001010000000000000515BI0100001028 |
| 6 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate] | - | Sqm | 66 | - | BI01010001010000000000000515BI0100001029 |
| 7 | [17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications [Through Rate] | - | cum | 27 | - | BI01010001010000000000000515BI0100001030 |
| 8 | [2.HO001] HO001. Royalty for good earth [Rate] | - | cum | 36 | - | BI01010001010000000000000515BI0100001031 |
| 9 | [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] | - | Metre | 160 | - | BI01010001010000000000000515BI0100001032 |
| 10 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] | - | cum | 83 | - | BI01010001010000000000000515BI0100001033 |
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