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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | -38.21% | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 CrAdmitted-Finance | -28.78% | ₹2.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.2 CrAdmitted-Finance | -28.31% | ₹2.2 Cr | L3 | Admitted-Finance |
| 4 | L4₹2.2 CrAdmitted-Finance | -29.29% | ₹2.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹2.2 CrAdmitted-Finance HOUSE NO 3 ANANDA NAGAR SIXMILE KAMRUP ASSAM 781022 UDYAM AS 03 0004106 | KAMRUP METRO | ASSAM | 781022 | -28.21% | ₹2.2 Cr | L5 | Admitted-Finance |
Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
11 May 2026, 6:00 pmClosed
UNIT HEAD
RIICO Office Bhinmal Road I/A phase III Jalore
Upgradation of Infrastructure at Industrial area Bhinmal
2026_RIICO_552875_1
2026-27/Jalore/02
Open Tender
Civil Works
240 days
I/A bhinmal
As per tender document
3 documents required · 3 mandatory
₹5,900
RIICO
₹6.0 L
25 May 2026
20 Apr 2026
12 May 2026
20 Apr 2026
11 May 2026
20 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses & Granular Courses | 0.6 | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling depression occurring during rolling [MoRTH Specification : Clause 305.3.4] | - | 100sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 3 | 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. | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
| 4 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001123 |
| 5 | 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. | - | kg | - | - | BI01010001010000000000000515BI0100001125 |
| 6 | Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15cm compacted layers, including ramming watering and consolidation, lead upto 30 metres [MoRTH Specification : Clause 301,304]., Ordinary Soil | 0.4 | cum | - | - | BI01010001010000000000000515BI0100001126 |
| 7 | Granular Sub-Base with Close Graded Material (Table:- 400-1), For Grading-II Material | - | cum | - | - | BI01010001010000000000000515BI0100001128 |
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