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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical AT KAUSHALYA SADAN CIRCULAR ROAD BARMASIYA DISTRICT DEOGHAR | Admitted-Fee/PreQual/Technical |
Tender Value
Refer Docs
EMD Value
₹26,100
Closing Date
15 Jun 2026, 5:00 pmClosed
The Executive Officer Phusro Nagar Parishad Bokaro
Office of The Executive Officer Phusro Nagar Parishad Bokaro
Providing and Constructing of PCC Road Wark in from Kodiyapatti to near JBVNL building towards Hindustan bridge and From Naya Sringar house to JBVNL building Boundry wall and From Visheshwar Vishwakarma house to Pramod Pandey house upto 236 M length
2026_UDD_110043_1
PMC/11/03/2025-26
Open Tender
Civil Works - Roads
Percentage
120 days
Phusro Nagar Parishad Bokaro
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹26,100
17 Jun 2026
6 Jun 2026
17 Jun 2026
8 Jun 2026
15 Jun 2026
8 Jun 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 | Excavation in soil using mannual means (Excavation for roadway in soil using mannual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 M) | - | M3 | 246.5 | - |
| 2 | Sand filling in Foundation Trench as per Drawing and Technical Specification | - | M3 | 567.8 | - |
| 3 | Providing designation 75B one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | - | M2 | 525.29 | - |
| 4 | Preparation of Sub Base : Granular sub base/base surface with close graded materials By mix in place method (Construction of granular sub base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotatvator at omc and compacting with smooth vibratory roller to achieve the desired density complete as per technical specification claause 401 B (ii) For Grading II Material | - | M3 | 1,316.7 | - |
| 5 | Plain Cement Concrete Pavement, (Construction of un-reinforced, dowel jointed at expantion and construction joints only, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per clause 1501.2.2. M-30 (Grade) coarse and fine agggregates confirming to IS : 383, maximum size of coarse of coarse aggregates not exceeding 25mm, mixed in a concret mixer of not less than 0.2 cubic meter capasity and appropriate wiegh bacher using approved mix design, laid in approved fixed size form work ( steel channel laying and fixing of 125 micron thick polythene film widges steel plate including levelling deform work as per drawing) spreading the concrete with shovels rakes, compacted using needle screed and plate vibrators and finished and finished in continious operation including provision of contraction expansion construction joint applying debonding strips primer sealant dowel bars near approches to bridge / culvert and construction joints admixture as approved of concrete slab for 14 days. using curing compound (where specified ) and water finishing to lines and grades as per drawing and technical specification clauses 1501. | 1 | M3 | 5,377.03 | ₹5,371.65 |
| 6Carriage of materials | |||||
| 6.01 | Cement (up to 05 KM) | 1 | MT | - | - |
| 6.02 | Granular material (up to 13 KM) | - | M3 | 1 | - |
| 6.03 | Fine Aggregate (up to 06 KM) | - | M3 | 1 | - |
| 6.04 | Course Aggregate (up to 13 KM) | 0.8 | M3 | 1 | ₹0.8 |
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_148682.xls
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CorrectionNotice.pdf
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