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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ADMITTED |
| 2 | Accepted-Technical | Accepted-Technical ADMITTED |
| 3 | Accepted-Technical | Accepted-Technical ADMITTED |
| 4 | Accepted-Technical | Accepted-Technical ADMITTED |
Tender Value
₹8.4 L
EMD Value
₹8,443
Closing Date
24 Jul 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
TOWN HALL, CHHATRAPATI SAMBHAJINAGAR
Providing and Creating Pathway at Khiwansara house to Padmawati College, B- Sector N-1 Cidco, Prabhag No. 10.
2026_AMCA_1319164_1
CSMC/EE/WARDENG-5/2026/186
Open Tender
Miscellaneous Services
Percentage
90 days
TOWN HALL, CHHATRAPATI SAMBHAJINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
₹8,443
25 Aug 2026
17 Jul 2026
27 Jul 2026
17 Jul 2026
24 Jul 2026
17 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 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume andstock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | - | cum | - | - |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | - | cum | - | - |
| 3 | Conveying materials(Murrum, Building Rubish, Earth) for a lead of over 5Km. inclusive from the site of excavation to the site of deposition as directed. (Beyond Lead 5km) | - | cum | 1 | - |
| 4 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | - | cum | - | - |
| 5 | Spreading hard murum for side width etc. complete | - | Sq. M. | - | - |
| 6 | Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. | - | Sq. M. | - | - |
| 7 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material | - | cum | 1 | - |
| 8 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. | - | Sq. M. | 1 | - |
| 9 | Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/steel formwork compacting, roughening them if special finish is to beprovided, finishing uneven and honeycombed surface and curing etc.complete. The Cement Mortar 1:3 plaster is considered for rendering unevenand honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) | - | cum | - | - |
| 10 | Providing and casting in situ or precast tapering R.C.C. M-20 Mountable typeKerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant | - | Rmt | - | - |
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