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NTID 43021312
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💬 Talk to Our Bidding ExpertConstruction Of Inspection Pat in BANDIKUI - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Inspection Pat" in BANDIKUI, India.
- Opening Date : Wed 17th December, 2025
- Closing Date : Tue 16th December, 2025
- ₹ 2321000.00
- NTID 43021312
Key Values: Document Cost: 1180.00 | EMD: 46420.00 | Estimated Cost: 2321000.00
Tender Description
Construction Of Inspection Path Near Boundary Wall At 220 Kv Gss Dausa
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
46420.00 -
Document Cost
1180.00 -
Estimated Cost
2321000.00
BOQ Items Total Items : 7 | Total Qty : 1971.18
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Manual Means. (A) In area of non-thorny jungle. (R-5/2.2.I(A) | 0.18 | Hect |
| 2 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (B-3.1.6) | 133.00 | Cum |
| 3 | (R-15/4.1.A(ii)) Granular sub base with well graded material (Table 400-1). By Mix in place method: Construction of granular sub base by providing well graded material, spreading in uniform layers with Tractor mount grader and prepare 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 MoRTH specification Clause 401: For Grading-II material. | 199.00 | Cum |
| 4 | R-71/16.76 Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). | 199.00 | Cum |
| 5 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurments shall be made inner to inner side of edge blocks)Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and MoRD Specification Clause 1504with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004. (R-24/6.3(ii)b) | 455.00 | Sqm |
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