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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹2.9 Cr+₹12.1 L (4.29%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹3.0 Cr+₹17.5 L (6.21%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹3.0 Cr+₹23.0 L (8.15%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹3.1 Cr+₹24.6 L (8.72%)Admitted-Finance GRAM POST SARADA THE SARADA UDAIPUR | SARADA | UDAIPUR | RAJASTHAN | 313001 | L5 | Admitted-Finance |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
4 Feb 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
S.E. P.W.D. RURAL CIRCLE UDAIPUR
S.E. P.W.D. RURAL CIRCLE UDAIPUR
STRENGTHENING AND WIDENING OF A/R AMBUA KM 0/00-3/00
2026_CEPWD_528648_1
NIT No 07/2025-26 S.E. P.W.D. RURAL CIRCLE UDAIPUR
Open Tender
Civil Works
Percentage
240 days
UDAIPUR
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
2000 EE PWD DISTT DN I UDAIPUR 2000 MDRISL JAIPUR
₹7.8 L
Yes
S.E. P.W.D. RURAL CIRCLE UDAIPUR
19 Feb 2026
17 Jan 2026
5 Feb 2026
17 Jan 2026
4 Feb 2026
17 Jan 2026
28 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 |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means In area of non thorny jungle | 1.23 | P.Hect | 12,513 | ₹15,390.99 |
| 2 | 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 | 250 | P.cum | 632 | ₹1,58,000 |
| 3 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | 5,765.63 | P.cum | 15 | ₹86,484.38 |
| 4 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. (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) | 2,777.04 | P.cum | 31 | ₹86,088.1 |
| 5 | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5) | 1,666.22 | P.cum | 44 | ₹73,313.74 |
| 6 | Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MoRTH Specification Clause 301.3.5.)Mechanical Means | 1,110.81 | P.cum | 236 | ₹2,62,152.15 |
| 7 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300- 1 and 300-2 as per MoRTH Specification Clause 305.3) | 4,498.8 | P.cum | 40 | ₹1,79,951.9 |
| 8 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | 6,407.53 | P.cum | 58 | ₹3,71,636.65 |
| 9 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3) | 2,630.97 | P.cum | 59 | ₹1,55,227.23 |
| 9.01 | Lead | 2,630.97 | P.cum | 59.4 | ₹1,56,279.62 |
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