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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.3 CrAdmitted-Finance | -15.88% | ₹4.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.5 CrAdmitted-Finance | -11.21% | ₹4.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹5.3 CrAdmitted-Finance | +5.00% | ₹5.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹5.3 CrAdmitted-Finance | +5.39% | ₹5.3 Cr | L4 | Admitted-Finance |
| 5 | Not Admitted-PreQual/Technical | - | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
Tender Value
₹5.0 Cr
EMD Value
₹10.1 L
Closing Date
8 Jun 2026, 5:00 pmClosed
REGIONAL MANAGER
RIICO, ITI ROAD, PALI
Upgradation of Infrastructure
2026_RIICO_559406_2
2026-27/Pali/09
Open Tender
Civil Works
Percentage
180 days
PALI
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
RIICO
₹10.1 L
OFFICE OF REGIONAL MANAGER RIICO PALI
18 Jun 2026
18 May 2026
9 Jun 2026
18 May 2026
8 Jun 2026
18 May 2026
26 May 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 |
|---|---|---|---|---|---|
| 1 | 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 em | 1 | Cum | - | - |
| - | "Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method 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" | - | cum | - | - |
| - | 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 | - | Cum | - | - |
| - | 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 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 | - | Sqm | - | - |
| - | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:, Cement Mortar 1:6 ( 1-Cement : 6-Sand). | - | Cum. | - | - |
| - | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :, 25 mm thick | - | Sqm | - | - |
| - | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | - | Sqm. | - | - |
| - | 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., M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | - | Cum | - | - |
| - | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete., 40mm thick with 20mm thick nominal size aggregate. | - | Sqm | - | - |
| - | Random rubble dry stone Kharanja under floor. | - | Cum | - | - |
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