Construction of Internal Road by C.C. Pavement work at F and V yard Didwana KUMS Didwana
Rajasthan State Agricultural Marketing Board (RSAMB) · Didwana, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹64.9L
- EMD: ₹1.3L
- Published: 06 Nov 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 08 Nov 2026 00:43 UTC
- Department: Rajasthan State Agricultural Marketing Board
- Office: Executive Engineer, RSAMB Division Ajmer
Description
Construction of an internal road with cement-concrete pavement at the F&V yard, KUMS Didwana, District Didwana-Kuchaman. The work includes road clearing, embankment, granular sub-base, water-bound macadam, signage, M30 concrete pavement and dowel bars. Estimated cost is Rs. 64.90 lakh; completion period is 6 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: GST certificate
- Documents required: GST certificate, Receipt of online tender fee, processing fee and EMD transaction, Digitally signed tender papers, including conditions of contract, Design mix for controlled concrete from a Government Engineering College, Government Polytechnic College or ISO Certified Lab
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Commercial terms
- Bid type: Percentage
- Evaluation: Lowest tender; the competent authority is not bound to accept the lowest tender
- Make in India (MII): No
- MSE preference: No
Line items (7)
- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means In area of thorny jungle — Qty: 0.44 P.Hect
- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3 — Qty: 3414 P.Cum
- Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.For Grading III Material — Qty: 781 P.Cum
- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per MoRTH Specification Clause 404. using Crusher borken aggregate By Manual Means — Qty: 327 P.Cum
- Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications.800 mm x 600 mm rectangular — Qty: 1 Each
- Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and — Qty: 871 P.Cum
- Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. — Qty: 318 P.Kg
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