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Nagar Palika Kshetra Me Vibhin, Jahazpur - Tender Details
Explore tender information for Nagar Palika Kshetra Me Vibhin in Jahazpur, including eligibility, deadlines, and bid specifics.
GOVERNMENT OF HARYANA
Jahazpur, Rajasthan, India
NTID 38870915
Opening Date : Fri 24th January, 2025- Closing Date : Thu 23rd January, 2025
- ₹ 1431000.00
- NTID 38870915
Nagar Palika Kshetra Me Vibhinn Sthano Par Nalla Or Nali Nirman Karya
Key Values: Document Cost: 1000.00 | EMD: 28620.00 | Estimated Cost: 1431000.00
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
28620.00 -
Document Cost
1000.00 -
Estimated Cost
1431000.00
BOQ Items Total Items : 9 | Total Qty : 1389.3
| # | 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 | 141.75 | CUM |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Lime Concrete, cement concrete grade M-10 (1:5:10) and below | 105.3 | CUM |
| 3 | 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 concrete mixer, laid manually, compacted 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. | 65.25 | CUM |
| 4 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) | 162 | CUM |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1 :3 (1 Cement : 1 coarse sand : 3 graded stone aggregate 20 mm nominal size). | 30 | CUM |
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