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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance | -20.11% | ₹3.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 CrAdmitted-Finance | -15.99% | ₹3.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.9 CrAdmitted-Finance | -15.92% | ₹3.9 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.9 CrAdmitted-Finance | -15.88% | ₹3.9 Cr | L4 | Admitted-Finance |
| 5 | L5₹4.1 CrAdmitted-Finance | -9.99% | ₹4.1 Cr | L5 | Admitted-Finance |
Updated dates
Tender Value
₹4.7 Cr
EMD Value
₹9.5 L
Closing Date
20 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER-III
UDA Office Udaipur
Construction of Service Road from Kali Magri to RTO Junction on 200ft. Road from Sukher to RTO. 0601
2026_UITUD_552543_1
NIT_06_01
Open Tender
Civil Works
210 days
Udaipur
Please Refer Tender Document
3 documents required · 3 mandatory
₹5,900
Refer Tender Document
₹9.5 L
Yes
UDA Office Udaipur
1 Jun 2026
18 Apr 2026
21 May 2026
18 Apr 2026
20 May 2026
18 Apr 2026
1 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 |
|---|---|---|---|---|---|
Item Code [ PWD BSR 2025 2.2]:Item Type [road] :: Sub Item Code [ PWD BSR 2025 2.2 + 2.2 (II)]: Clearing and grubbing road land including up rooting wild vegetation, grass, shes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used orauctioned, upto alead of 1000 m including removal and disposal of toporganic soilnot exceeding 150mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle | - | hectare | - | - | |
Item Code [ Rd 2025 3.9.2 Excavation in Hard Rock ]:Item Type [road] :: Sub Item Code [ Rd 2025 3.9.2 Excavation in Hard Rock + 3.9.2-B]: 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. Mechanical Means | - | CUM | - | - | |
Item Code [2025 12.7]:Item Type [road] :: Supplying, fitting and placing TMT bar reinforcement (Fe 415) in sub structrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202 | - | Tone | - | - | |
Item Code [2025 16.14.1]:Item Type [road] :: Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average out put of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix toworksite, laying with ahydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers toachieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - I (37.50mm (Nominal Size) | - | CUM | - | - | |
Item Code [2025 16.52]:Item Type [road] :: Suppy of Swiss Type Bollard made out of 1.25mm thick M.S. sheet, total height 135cm, the lower portion is made in tapered circular section having up per dia15cm and lower dia 20cm with attachment of one mandatory plate 7mm thick Mfixed with the help of 7cm long, 30mm dia crome plated M.S. tube this part is fixed on the body with another attachment of a cap 30x7cm. whole body is processed in black stoving enamel and mandatory plate in Azureblue ,with one compulsory keep left arrow with 10mm border reflective strip each of 7.5cm on body complete in all respect. | - | Each | - | - | |
Item Code [2025 16.53]:Item Type [road] :: Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective back ground with additional border of 1.25 cm all arount it. | - | Each | - | - | |
Item Code [2025 2.3.9]:Item Type [road] :: Providing and laying Cement concrete for
plain/reinforced concrete inopen foundationas per drawing and technical specification as per MoRTH Specification :Section1500, 1700&2100 including form work at any level. R.C.C. grade M30 raft | - | CUM | - | - | |
Item Code [2025 3.3]:Item Type [road] :: 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 | - | CUM | - | - | |
Item Code [2025 3.3.21]:Item Type [road] :: Structural Cement concrete for plain concrete/reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete-[ MoRTHS pecification : Clause 1500&1700] R.C.C including formwork R.C.C. grade M30 up to 5 metre height | - | CUM | - | - | |
Item Code [2025 3.5(iii) ]:Item Type [road] :: 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 | - | CUM | - | - |
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