Construction of Road work in various colonies of Kala Talab area
Kota Development Authority (KDA) · Kota, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.8Cr
- EMD: ₹5.6L
- Published: 27 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 01 Nov 2026 13:38 UTC
- Department: Kota Development Authority
- Office: Executive Engineer, Kota Development Authority, Kota
Description
Construction of road works in various colonies of the Kala Talab area, Kota. The work includes crusher run macadam base, dry lean cement concrete sub-base, M-30 cement concrete pavement, and raising existing manhole covers and frames. Work is to be carried out in accordance with applicable Rajasthan PWD BSR, MoRTH and IRC specifications.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Contractor must be enlisted as an “A”/“AA” class contractor with another Government/Semi-Government department or in the appropriate class with KDA Kota
- Documents required: Tender fee and processing fee payment receipt, Earnest money deposit payment receipt, Construction programme and methodology
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Commercial terms
- Bid type: Percentage
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (4)
- Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mixing plant method With 37.5 mm maximum size of aggregates — Qty: 3556.8 Cum
- Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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 blening to be as per Table 600-1, cement content not to be less than 200 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 with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing. — Qty: 1756 Cum
- Providing and Laying un-reinforced, dowel jointed, plain cement concrete 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 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix form paver, 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,, tie rod, admixtures and vacuum processing pump as approved, , finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade — Qty: 3420 cum
- Raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast SFRC circular spacer of required height, re-fixing existing manhole cover frame and cover with cement sand mortar (1:3), including making good the damage, complete as directed by Engineer. — Qty: 80 each
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