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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.4 LAdmitted-Finance | -28.99% | ₹9.4 L | L1 | Admitted-Finance |
| 2 | L2₹9.5 LAdmitted-Finance | -27.99% | ₹9.5 L | L2 | Admitted-Finance |
| 3 | L3₹10.4 LAdmitted-Finance | -20.99% | ₹10.4 L | L3 | Admitted-Finance |
Tender Value
₹13.2 L
EMD Value
₹26,440
Closing Date
11 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER-III
UDA Office Udaipur
Construction of Roads in Converted Colony K.No. 451, 452 Rev. Village Sukher. 8305
2026_UITUD_541982_1
NIT_83_05
Open Tender
Civil Works
90 days
Udaipur
Please Refer Tender Document
2 documents required · 2 mandatory
₹590
Refer Tender Document
₹26,440
Yes
12 Mar 2026
25 Feb 2026
12 Mar 2026
25 Feb 2026
11 Mar 2026
25 Feb 2026
Item Code [2022 3.1.6]:Item Type [building] :: Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth evel.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Item Code [2022 5.2 iii Tack coat on]:Item Type [road] :: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50
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)
Item Code [2025 unified 6.1]:Item Type [road] :: Construction of unreinforced, plain cement concrete pavement M30 (Grade), thickness as per design, over aprepared sub base, with 43/53 grade cement as per Clause 602.2.2, coarseandfineaggregatesconformingtoIS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site intransitmixer for having continuous a gitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of ad mixtures in recommended portion as per IS9103 to accelerate/ retard setting of concrete, improve work ability with out impairing strength and durability as per direction of Engineer in charge laid in approved fixed side form work (steelchannel, laying and fixing of 125 micron thick poly thene film, wedges, steel plates including level lingthe form work as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paverand finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge / culvert and construction joints, ad mixtures as approved, curing of concretes labs for 14-day susing water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum de watering process with all required equipments ( Dowel Bars will be paid seprately
Item Code [BSR-2025 WMM 4.6]:Item Type [road] :: 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 rollerof80to100 kN weight to achieve the desired density including lighting ,barricading and maintenance of diversion,etcasperTables400-12&400-13andMoRTH Specification clause 406 By Mechanical Means with all lead .
Item Code [Rd-2025 BM 5.3.2]:Item Type [road] :: Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as perTable500-7 premixed with bituminous binder, transported to site with all lead 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 Bitumen (VG-30
Item Code [Rd-2025 prime coat 5.1.1]:Item Type [road] :: 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
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