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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.8 LAdmitted-Finance AIGAVAN UPARHAR DHARM RAJ MISHRA AIGAVAN UPARHAR MAHILA UPARHAR KARARI KAUSHAMBI UTTAR PRADESH 212216 UDYAM UP 46 0007784 | KAUSHAMBI | UTTAR PRADESH | 212216 | -29.97% | ₹16.8 L | L1 | Admitted-Finance |
| 2 | L2₹19.5 LAdmitted-Finance | -18.75% | ₹19.5 L | L2 | Admitted-Finance |
| 3 | L3₹22.3 LAdmitted-Finance | -6.90% | ₹22.3 L | L3 | Admitted-Finance |
Tender Value
₹24.0 L
EMD Value
₹47,998
Closing Date
26 Feb 2026, 6:00 pmClosed
Executive Engineer
UIT Office, Model Town, Sri Ganganagar.
Construction of road at Kunj vihar O Block Sri Ganganagar
2026_UITSG_538775_26
NIT 32 (2025-26) RajKaj Ref No. 20408859 Date 13-02-2026
Open Tender
Civil Works
180 days
Sri Ganganagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Secretary, UIT
₹47,998
Yes
31 Mar 2026
16 Feb 2026
5 Mar 2026
16 Feb 2026
26 Feb 2026
16 Feb 2026
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 by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with ALL lead As per MoRTH specification Clause No. 305.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinthlevel :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20
Construction of foundation/Inaugration pedstal in 23 cm thick brick masonary in CM 1:4 of size 1.20 m x1.80 m above ground level with 0.30m deep foundation in 34.5 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.75mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge
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