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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹2.6 L+₹5,073.17 (2.00%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.5 L
EMD Value
₹6,341
Closing Date
26 Sept 2026, 6:00 pmClosed
AE LSGD
AE LID EW MELATTUR
Interlock
2026_LSGD_870375_5
02/AE/LID EW/MLTR/2026 27
Open Tender
Civil Works - Roads
Percentage
AE LSGD SECTION MELATTUR GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹560
Yes
₹6,341
Yes
30 Sept 2026
19 Sept 2026
29 Sept 2026
19 Sept 2026
26 Sept 2026
19 Sept 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 |
|---|---|---|---|---|---|
| 1ROAD RETARRING ,INTERLOCKING | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 96 | sqm | 14.7 | ₹1,411.2 |
| 1.002 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 16 | cum | 63.03 | ₹1,008.48 |
| 1.003 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 16 | cum | 3,077.04 | ₹49,232.64 |
| 1.004 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 6.4 | cum | 1,716.38 | ₹10,984.83 |
| 1.005 | OD80508/2026-2027:(OD from 75.8.1 )Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (Without form work)
(i) Nominal mix (1:2:4) | 1.83 | cum | 8,446.62 | ₹15,457.31 |
| 1.006 | OD80506/2026-2027:(OD From MoRTH 55.22) Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M 40 including providing a layer of 6mm aggregate for 5cm thk , then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conceyance charges etc: complete | 147.2 | sqm | 1,189.92 | ₹1,75,156.22 |
| 1.007 | OD82621/2026-2027:Providing and fixing cloth banner of specified size approved shade and color including writing
name of project details | 1 | sqm | 407.77 | ₹407.77 |
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BOQ_1475001.xls
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