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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.0 CrAdmitted-Finance | +2.89% | ₹12.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹12.0 CrAdmitted-Finance 04 3 | PRATAPGARH | RAJASTHAN | 312604 | +3.11% | ₹12.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹12.3 CrAdmitted-Finance | +5.35% | ₹12.3 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹11.6 Cr
EMD Value
₹23.3 L
Closing Date
6 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER-IV
UDA Office Udaipur
Development Work of Lakhawali Talab Feeder Canal. 0401
2026_UITUD_551575_1
NIT_04_01
Open Tender
Civil Works
330 days
Udaipur
Please Refer Tender Document
3 documents required · 3 mandatory
₹5,900
Refer Tender Document
₹23.3 L
Yes
UDA Office Udaipur
25 May 2026
13 Apr 2026
7 May 2026
13 Apr 2026
6 May 2026
13 Apr 2026
24 Apr 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 [11.4.1.(i) 2025]:Item Type [road] :: 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 | - | CUM | - | - | |
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 | - | CUM | - | - | |
Item Code [2025 road 11.1]:Item Type [road] ::. Sub Item Code [2025 road 11.1 + 11.1 ii]: .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 rock (not requiring blasting) upto 3.0 m height | - | CUM | - | - | |
Item Code [2025 road 11.1]:Item Type [road] ::. Sub Item Code [2025 road 11.1 + 11.1 iv]: .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. Hard rock (blasting prohibited) | - | CUM | - | - | |
Item Code [2025 UNIFIED BSR 11.4]:Item Type [road] :: Sub Item Code [2025 UNIFIED BSR 11.4 + V]: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C. grade M 25 | - | CUM | - | - | |
Item Code [Unified 2025 11.7]:Item Type [road] :: Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009, 1600 and 2102 | - | Tone | - | - | |
Item Code [Unified 2025 17.18]:Item Type [road] :: Precast Box Culvert-Providing and Fixing in position precast cement concrete Box-Culvert as per design and shape using coarse aggregate and fine aggregate derived from natural resources, ordinary portland / admixture as per design mix IS 456-2000 and standard like Indian standard international standard viz Japanese Industrial Standard (JIS) /Providing and Fixing in position precast reinforced cement concrete Box Culvert or Cable Crossing Boxes as per design and shape, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portend flag cement, admixture* in recommended proportions as per IS:456 2000 and standard like Indian standard international standards viz. Japanese Industrial Standards (JIS)/ US standard/EU standard having of strength not less than M-50. Using Thermos Mechanically created bars (TMT/TMX) FE SOOD or more conforming to IS 1786 reinforcement brand capable of carrying awheel load of 32.5 zones with earth cushion 0.20 mt o3.00 m for heavy vehicle movement. Precast reinforced cement concreted rains using, service Crossing / storm water etc. Rale includes aII cost of material, labor charges at the plant, cost of reinforcement form work and lifting accessories, and transportation up iWork at the site. Rate excludes unloading lhe material at site, bids, and lift. All work up top in the level: making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting. .the work exciting as per the direction of Engineer in-charge. Note: Rate shall also include technical assistance for the installation of produces at one time. | - | Rmt. | - | - | |
Item Code [Unified BSR 2025 H-1]:Item Type [road] :: Providing and Fixing in position precast reinforced cement concrete as per design and shape, using coarce aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland lag cement, admixtures In recommended proportion as per IS: 456-2000 and standard like Indian standard having of strength not less than M-40. using Thermo-Mechanically Treated bars. (TMT/TMX) confirming to IS 1786 reinforcement bar and capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement. Precast reinforced cement concrete canal section using, Stormwater etc. Rate Includes all cost of material, cost of joint filling material, labor charges at the plant, cost of reinforcement, formwork and lifting accessories, and transportation upto work at the site Rate included unloading the material at sites, all lead and Ilft. Making necessary holes of required sizes for carrying through service lines etc, providing steel hooks for lifting, etc. The work executed as per the direction of Engineer In-charge. Canal section with inner clear height varying 1.80 m to 2.0 meter, Inner clear width varying 3.0 m to 3.20 m, wall thickness varying 200 mm to 250 mm and base slab thickness varying from 200 mm to 250 mm as per approved drawing and design.
Note:-Rate shall also Include technical assistance for the installation of canal section at site. | - | Rmt. | - | - |
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