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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.9 LAdmitted-Finance | -18.18% | ₹17.9 L | L1 | Admitted-Finance |
| 2 | L2₹18.6 LAdmitted-Finance | -14.99% | ₹18.6 L | L2 | Admitted-Finance |
| 3 | L3₹20.3 LAdmitted-Finance | -6.99% | ₹20.3 L | L3 | Admitted-Finance |
| 4 | L4₹21.6 LAdmitted-Finance | -0.99% | ₹21.6 L | L4 | Admitted-Finance |
Tender Value
₹22.5 L
EMD Value
₹44,940
Closing Date
26 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER-I
UDA Office Udaipur
Construction of Road and Drain Work at Aaraji No. 654, 660, 663, 2669.1153/659 to 931MI Rev. Village Dewali Goverdhan Vilas. 1001
2026_UITUD_558096_1
NIT_10_01
Open Tender
Civil Works
Percentage
90 days
Udaipur
Please Refer Tender Document
2 documents required · 2 mandatory
₹590
Refer Tender Document
₹44,940
Yes
27 May 2026
11 May 2026
27 May 2026
11 May 2026
26 May 2026
11 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 | 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 | 2,160 | CUM | 236 | ₹5,09,760 |
| 2 | Item Code [2025 11.1]:Item Type [road] :: Sub Item Code [2025 11.1 + I(i)]: Earth work in excavation for structures as per drawing and MoRTH specifications Clause304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth | 141.06 | CUM | 178 | ₹25,108.68 |
| 3 | Item Code [2025 11.4]:Item Type [road] :: Sub Item Code [2025 11.4 + I(i)]: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 | 25.18 | CUM | 3,091 | ₹77,831.38 |
| 4 | Item Code [2025 3.14]:Item Type [road] :: Construction of sub grade and earth enshoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to requireds lope and compacted to meet requirement of Table 300 - 2 with lead up to 50 m as per MoRTH Specification Clause 305.3 | 283.5 | CUM | 59 | ₹16,726.5 |
| 5 | 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 | 1,800 | CUM | 40 | ₹72,000 |
| 6 | Item Code [2025 3.7]:Item Type [road] :: 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 within all lifts and lead upto 1000m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | 360 | CUM | 61 | ₹21,960 |
| 7 | Item Code [2025 3.8 (iii)]:Item Type [road] :: 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 | 360 | CUM | 44 | ₹15,840 |
| 8 | Item Code [2025 5.1]:Item Type [road] ::Prime Coat Sub Item Code [2025 5.1 + (i)]: Prime Coat
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 0.70-1.0kg/sqm using mechanical means as per MoRTH Specification Clause 502 | 1,080 | Sqm | 31 | ₹33,480 |
| 9 | Item Code [2025 5.3 ii]:Item Type [road] :: Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder ,transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade ,level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. | 54 | CUM | 6,613 | ₹3,57,102 |
| 10 | Item Code [2025 5.8 type A (ii)]:Item Type [road] :: Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using Viscosity grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per MoRTH Specification Clause 508 By Mechanical Means Type A Bitumen (VG-30) | 1,080 | Sqm | 159.5 | ₹1,72,260 |
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