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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical as per tender |
| 2 | Accepted-Technical | Accepted-Technical as per tender |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹49.5 L
EMD Value
₹99,000
Closing Date
17 Aug 2026, 1:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA DUDU
Construction of CC roads at various locations in Dudu Municipal area.
2026_DLB_585124_1
e nit 3 work 16
Open Tender
Civil Works
Percentage
dudu
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EXECUTIVE OFFICER
₹99,000
Yes
20 Aug 2026
9 Aug 2026
18 Aug 2026
9 Aug 2026
17 Aug 2026
9 Aug 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 | Earth work in excavation for roadway, including trimming bottom andside slopes in accordance with requirement of line, grades and crosssections, including disposal of surplus material with all lift and leadupto 1000 metre as per MoRT&H specification clause 301.In all type of soil | - | Cum | 235.5 | - |
| 2 | Carriage of Materials by mechanical transport including loading,unloading andstacking ::2 km | - | Cum | 161.51 | - |
| 3 | Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), 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 MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | Cum | 1,157 | - |
| 4 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to
IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be
less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid ith a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 f MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | Cum | 3,070 | - |
| 5 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a
prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing nd as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | Cum | 6,120 | - |
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BOQ_1039410.xls
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corrigendu.pdf
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