Nagar Parishad Kshetra me GSB/WBM/WMM Sadak Nirman karya (Nagar Parishad Rajsamand)
DLB · Rajsamand, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹20.0L
- EMD: ₹40K
- Published: 05 Oct 2026
- Closing date: 15 Oct 2026
- Status: open
- Status as of: 07 Oct 2026 00:40 UTC
- Office: Dy.DR-Udaipur
Description
Tender for civil works involving the construction and repair of roads using GSB, WBM, and WMM techniques in Nagar Parishad Rajsamand, Rajasthan.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (3)
- 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 (Table400-8) 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 diversioncomplete.Hand broken - Grade-II (63-45mm) — Qty: 1 Cum
- Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. — Qty: 1 Cum
- Construction of subgrade and earthen shoulders with approved material obtained from borrow area with all lifts & leads, transporting to site, spreading, grading to required slope and compacted in layers not exceeding 200mm thickness at OMC, with vibratory roller of 80-100 KN static weight or more to attain a density 97% maximum dry density to meet requirement of table No. 300-2 as per MoRT&H specification clause 305. (Lead taken upto 5 km) — Qty: 1 Cum
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