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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹65.4 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹65.7 L+₹29,194.67 (0.45%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹67.1 L+₹1.7 L (2.59%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹70.1 L+₹4.7 L (7.26%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹70.9 L+₹5.5 L (8.48%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹97.3 L
EMD Value
₹1.9 L
Closing Date
10 Feb 2026, 6:00 pmClosed
Sr.RM RIICO Jhunjhunu
RIICO Jhunjhunu
Improvement of road shoulders by laying interlocking blocks at I/A Pilani
2026_RIICO_529402_1
22/2025-26/1
Open Tender
Civil Works
Percentage
90 days
I/A Pilani
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,360
RIICO Jhunjhunu
₹1.9 L
20 Feb 2026
20 Jan 2026
11 Feb 2026
20 Jan 2026
10 Feb 2026
20 Jan 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 |
|---|---|---|---|---|---|
| 1Based on ROAD WORKS BSR 2025,INTEGRATED BUILDING WORKS BSR 2022 | |||||
| 1.01 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | 3,223 | Cum | 31 | ₹99,913 |
| 2.01 | 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.For Grading-I Material | 1,172 | Cum | 882 | ₹10,33,704 |
| 3.01 | Wet Mix Macadam, Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406., By Mechanical Means with all lead | 1,465 | Cum | 1,147 | ₹16,80,355 |
| 4.01 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks), Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | 5,860 | Sqm | 1,146 | ₹67,15,560 |
| 5.01 | Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade., 100mm thick Blocks | 5,860 | Sqm | 9.9 | ₹58,014 |
| 6.01 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level., M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | 29.3 | Cum | 4,915 | ₹1,44,009.5 |
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TDblockspilani.pdf
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