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Tender Value
₹43.2 L
EMD Value
₹86,340
Closing Date
8 Oct 2026, 6:00 pmClosed
E.E. P.W.D. DN. VALLABHNAGAR
E.E. P.W.D. DN. VALLABHNAGAR
RENEWAL OF ROAD FROM KATCHER TO KURABAD ROAD (UNDER ML/NP SCHEME 2026-27)
2026_CEPWD_601208_4
NIT No 08/2026-27 EE PWD DN. VALLABHNAGAR
Open Tender
Civil Works
Percentage
60 days
UDAIPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
500 EE PWD DN. VALLABHNAGAR 500 MDRISL JAIPUR
₹86,340
Yes
9 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
8 Oct 2026
1 Oct 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 | 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 Mechanical Means In area of non-thorny jungle | 0.8 | P.Hect | 10,374 | ₹8,247.33 |
| 2 | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material | 270 | P.Cum | 407 | ₹1,09,890 |
| 3 | Crusher Run Macadam Base: Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mix-in-place method With 53 mm maximum size of aggregates | 86.07 | P.Cum | 758 | ₹65,241.06 |
| 4 | 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 a lead of 1 Km.) By Mechanical Means with all lead For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar | 670.33 | P.Cum | 1,044 | ₹6,99,824.52 |
| 5 | Prime Coat : Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) using truck mounted sprayer 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 | 8,812.5 | P.Sqm | 28 | ₹2,46,750 |
| 6 | Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | 8,812.5 | P.Sqm | 8.75 | ₹77,109.38 |
| 7 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - II By Mechanical Means Bitumen (VG-30) | 8,812.5 | P.Sqm | 124 | ₹10,92,750 |
| 8 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511) By Mechanical Means Case - II : Type B Bitumen (VG-30) | 8,812.5 | P.Sqm | 41 | ₹3,61,312.5 |
| 9 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 4.5 | P.Cum | 515 | ₹2,317.5 |
| 10 | 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 | 52.88 | P.Cum | 69 | ₹3,648.72 |
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