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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | -37.88% | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 CrAdmitted-Finance | -36.99% | ₹2.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.7 CrAdmitted-Finance | -30.00% | ₹2.7 Cr | L3 | Admitted-Finance |
| 4 | L4₹2.8 CrAdmitted-Finance | -27.10% | ₹2.8 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.1 CrAdmitted-Finance | -21.02% | ₹3.1 Cr | L5 | Admitted-Finance |
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
6 Jan 2026, 6:00 pmClosed
EXECUTIVE ENGINEER-ELE.
UDA Office Udaipur
Construction of Road from Sihada Main Road to Tulsiram Ji Gayri House via Megwal Basti to Dholikheda in Revenue Village Bichadi. 6201
2025_UITUD_519282_1
NIT_62_01
Open Tender
Civil Works
240 days
Udaipur
Please Refer Tender Document
3 documents required · 3 mandatory
₹2,360
Refer Tender Document
₹8.0 L
Yes
UDA Office Udaipur
30 Jan 2026
10 Dec 2025
7 Jan 2026
10 Dec 2025
6 Jan 2026
10 Dec 2025
24 Dec 2025
Item Code [17.9.4]:Item Type [road] :: Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for AA class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT NIT /Government Engineer College complete in all respect as per specifications 1*1m
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
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
Item Code [pwd bsr 2025 6.1]:Item Type [road] :: Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated 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 admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and 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, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).
Item Code [road 2025 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 (PugMill), 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 roller of 80 to 100kN weight to achieve the desired density including lighting ,barricading and maintenance of diversion ,etc as per Tables 400-12&400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead
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