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Tender Value
₹8.2 Cr
EMD Value
₹16.4 L
Closing Date
24 Jul 2026, 3:00 pm
AGM RIICO Rajsamand
RIICO Unit Office, I/A Dhoinda, Rajsamand
Widening,Strengthening and Recarpeting of Roads and Providing and Laying Interlocking Paver Tiles along CarriageWay on Critical Roads at Industrial Area Baggad, Rajsamand
2026_RIICO_571735_1
2026/Rajsamand/12418/125/NIT20
Open Tender
Civil Works
240 days
I/A Baggad
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
RIICO
₹16.4 L
RIICO Unit Office, I/A Dhoinda, Rajsamand
29 Jun 2026
29 Jun 2026
27 Jul 2026
30 Jun 2026
24 Jul 2026
30 Jun 2026
3 Jul 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 |
|---|---|---|---|---|---|
| 1Widening,Strengthening and Recarpeting of Roads (30m RoW) | |||||
| 1.01 | Clearing and Grubbing Road Land, Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201., By Manual Means, In area of non-thorny jungle | - | Hectare | 33,075 | - |
| 1.02 | 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 1.5m and lead upto 1000m as per MoRTH Specifications Clause 301.3 | 2,682.75 | Cum | 31 | ₹83,165.25 |
| 1.03 | Crusher Run Macadam Base, With 37.5 mm maximum size of aggregates | - | Cum | 1,139 | - |
| 1.04 | 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 | 1,147 | - |
| 1.05 | Wet Mix Macadam, By Mechanical Means with all lead | 229.95 | Cum | 1,147 | ₹2,63,752.65 |
| 1.06 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3 | 10,220 | Sqm | 15 | ₹1,53,300 |
| 1.07 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | 15,330 | Sqm | 31 | ₹4,75,230 |
| 1.08 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | 32,193 | Sqm | 11 | ₹3,54,123 |
| 1.09 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of, Grading - II (26.50 mm (Nominal Size)) | - | P. Cum | 6,852 | - |
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