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NTID 44165997
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💬 Talk to Our Bidding ExpertRamesh Joshi Ke Makan Se Middl in GUDAMALANI - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Ramesh Joshi Ke Makan Se Middl" in GUDAMALANI, India.
Deputy commissioner
GUDAMALANI, Rajasthan, India
NTID 44165997
- Opening Date : Fri 6th March, 2026
- Closing Date : Thu 5th March, 2026
- ₹ 1608000.00
- NTID 44165997
Tender Description
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
32160.00 -
Document Cost
500.00 -
Estimated Cost
1608000.00
BOQ Items Total Items : 9 | Total Qty : 917
| # | Item | Quantity | Units |
|---|---|---|---|
| 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. | 220.00 | cum |
| 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below naturalground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 30.00 | cum |
| 3 | Carriage of Materials by mechanical transport including loading,unloading andstacking ::2 km | 250.00 | cum |
| 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 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. | 110.00 | cum |
| 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 and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30 | 165.00 | cum |
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