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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹60.8 LAdmitted-Finance | -37.15% | ₹60.8 L | L1 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
23 Mar 2026, 6:00 pmClosed
Senior Regional Manager, RIICO, Bhiwadi Unit-II
RIICO, Bhiwadi Unit-II, Rest House Road, RIICO Chowk, Bhiwadi, Distt. Alwar (Rajasthan)
Construction of missing link of road at Industrial area Khushkhera
2026_RIICO_545576_1
2025-2026/37
Open Tender
Civil Works
90 days
I/A Khushkhera
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,360
SSO id of Contractor
₹1.9 L
26 Mar 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.Granular Sub-Base with Close Graded Material (Table:- 400-1), For Grading-I Material
Construction of dry lean cement concrete 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate
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.
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