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NTID 47254020
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💬 Talk to Our Bidding ExpertConstruction Of Cc Road From J in Bharathpur-RJ - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Cc Road From J" in Bharathpur-RJ, India.
Deputy commissioner
Bharathpur-RJ, Rajasthan, India
NTID 47254020
- Opening Date : Tue 10th November, 2026
- Closing Date : Fri 6th November, 2026
- ₹ 4986000.00
- NTID 47254020
Key Values: Document Cost: 500.00 | EMD: 99720.00 | Estimated Cost: 4986000.00
Tender Description
Construction Of Cc Road From Jindal Bike Care Center To Lawaniya Sadan, From Madan Master House To Chandan Mali And From The Tvs Showroom To Khalsa Dent Painter Link Gali Ward No. 61, Bajrang Nagar
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
99720.00 -
Document Cost
500.00 -
Estimated Cost
4986000.00
BOQ Items Total Items : 8 | Total Qty : 3966.8
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete. Crusher broken - Grade-II (63-45mm) | 225 | Cum |
| 2 | 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 manually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 330 | Cum |
| 3 | Providing and laying un-reinforced, 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 etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30 | 495 | Cum |
| 4 | Brick work with clay flyash brick of class designation 75 in superstructure above plinth level upto two stories in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 16.8 | Cum |
| 5 | Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 50mm thick. | 28 | Sqm |
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