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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹37.3 CrAdmitted-Finance | -32.72% | ₹37.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹45.6 CrAdmitted-Finance | -17.69% | ₹45.6 Cr | L2 | Admitted-Finance |
| 3 | Not Admitted-PreQual/Technical | - | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
Tender Value
₹55.4 Cr
EMD Value
₹1.1 Cr
Closing Date
2 Jun 2026, 6:00 pmClosed
UNIT HEAD
RIICO, Bhiwadi-I
Construction of CC roads, paved shoulders and footpath and RCC medians at Industrial Area Bhiwadi
2026_RIICO_555615_1
09/2026-27/01
Open Tender
Civil Works
Percentage
545 days
RIICO, Bhiwadi-I
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
RIICO
₹1.1 Cr
RIICO Bhiwadi-I
8 Jun 2026
2 May 2026
3 Jun 2026
2 May 2026
2 Jun 2026
2 May 2026
15 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 transport in gtothe embankment location with a lift upto1.5mand lead upto 1000 m as per MoRTH Specification Clause 301.3 | 83,609.32 | Cum | 31 | ₹25,91,888.92 |
| 2 | Compacting soil at optimum moisture content with power road roller including watering soil at O.M.C., charges of T & P, cost of water and finishing of formation to required camber and grade etc. complete in layers not exceeding 15 cm. compacted thickness, 97% proctor density. | 30,126.84 | P. Cum | 15.9 | ₹4,79,016.76 |
| 3 | 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 | 27,587.64 | Cum | 1,147 | ₹3,16,43,023.08 |
| 4 | 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., M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 18,237.1 | Cum | 3,847 | ₹7,01,58,123.7 |
| 5 | 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), Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS15658:2006. and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade0 .30Mtrx0.30Mtrx0.15 Mtr EdgeBlocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | 1,83,917.6 | Sqm | 917 | ₹16,86,52,439.2 |
| 6 | 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), Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS15658:2006. and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade0 .30Mtrx0.30Mtrx0.15 Mtr EdgeBlocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | 16,928 | Sqm | 750 | ₹1,26,96,000 |
| 7 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size, (20 x 25) x 30 cm 2 | 33,856 | P.Rmt. | 485 | ₹1,64,20,160 |
| 8 | Earth, Sand, Lime, Morrum manure or sludge For 5 Km and deduct lead of 50 M ( deduct lead of Earth, Sand, Lime, Morrum manure or sludge Up to 50 M) | 41,747.4 | Cum | 46.2 | ₹19,28,729.88 |
| 9 | Earth, Sand, Lime, Morrum manure or sludge For 5 Km and deduct lead of 1 km ( deduct lead of Earth, Sand, Lime, Morrum manure or sludge Up to 1 km) | 5,078.4 | Cum | 13.2 | ₹67,034.88 |
| 10 | Granular Sub-Base with Close Graded Material (Table:- 400-1), For Grading-I Material | 39,225.33 | Cum | 882 | ₹3,45,96,741.06 |
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