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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹48.2 LAdmitted-Finance | -39.21% | ₹48.2 L | L1 | Admitted-Finance |
| 2 | L2₹51.5 LAdmitted-Finance | -34.99% | ₹51.5 L | L2 | Admitted-Finance |
| 3 | L3₹53.2 LAdmitted-Finance | -32.92% | ₹53.2 L | L3 | Admitted-Finance |
| 4 | L4₹54.8 LAdmitted-Finance | -30.89% | ₹54.8 L | L4 | Admitted-Finance |
Tender Value
₹81.6 L
EMD Value
₹1.6 L
Closing Date
18 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER-III
UDA Office Udaipur
Construction of RCC Retaining Wall in Rev. Village Ayad Kh.No. 1300 to 1308 near Ayad River. 8402
2026_UITUD_543602_1
NIT_84_02
Open Tender
Civil Works
150 days
Udaipur
Please Refer Tender Document
2 documents required · 2 mandatory
₹1,180
Refer Tender Document
₹1.6 L
Yes
19 Mar 2026
4 Mar 2026
19 Mar 2026
4 Mar 2026
18 Mar 2026
4 Mar 2026
Item Code [2022 1.8 EW]:Item Type [building] :: Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
Item Code [2022 1.9.1]:Item Type [building] :: Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available :Ordinary rock
Item Code [2022 1.9.3]:Item Type [building] :: Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Hard rock(blasting prohibited) useful material 30%
Item Code [2022 12.2.2Plaster CM 1:4]:Item Type [building] :: Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick .
Item Code [2022 13.8 weep hole]:Item Type [building] :: Providing weep holes in Brick asonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical specifications
Item Code [2022 3.16 Embankment]:Item Type [road] :: Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Item Code [2022 4.13.3]:Item Type [building] :: Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-mechanically Treated bars (Conforming of relevent IS code)
Item Code [2022 4.5]:Item Type [building] :: Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement 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. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision.
Item Code [2022 4.6.2 m-30]:Item Type [building] :: Providing M-30 grade concrete by using cement as per codal provision instead of M-20 grade design mix
Item Code [2022 6.2.6]:Item Type [building] :: Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand).
Item Code [pcc 2022 3.1.5]: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 level.M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
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