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NTID 43868059
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💬 Talk to Our Bidding ExpertBudana Main Raod Se Bhagirathm in Jhunjhunu - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Budana Main Raod Se Bhagirathm" in Jhunjhunu, India.
- Opening Date : Tue 17th February, 2026
- Closing Date : Mon 16th February, 2026
- ₹ 1554000.00
- NTID 43868059
Key Values: Document Cost: 1000.00 | EMD: 31080.00 | Estimated Cost: 1554000.00
Tender Description
Budana Main Raod Se Bhagirathmal Ke Ghar Tak Interlock Sadak Work At Warw No 05
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
31080.00 -
Document Cost
1000.00 -
Estimated Cost
1554000.00
BOQ Items Total Items : 6 | Total Qty : 2080.35
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In all type of soil | 345.00 | Nos |
| 2 | Carriage of Materials by mechanical transport including loading,unloading and stacking ::Earth up to 3 km | 345.00 | Nos |
| 3 | Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), 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. Grading - III Material | 115.00 | Nos |
| 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 beless than 150 kg/ cum, optimum moisture content to be determined during trial length onstruction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 115.00 | Nos |
| 5 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fullycomputerized automatic batching plant of class A1/A2 as per BS6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the nstruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile plitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. | 1150.00 | Nos |
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