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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | H1₹2.2 CrAdmitted-Finance ITARSI NARMADAPURAM MADHYA PRADESH INDIA | +7.98% | ₹2.2 Cr | H1 | Admitted-Finance |
| 2 | H2₹1.9 CrAdmitted-Finance | -5.80% | ₹1.9 Cr | H2 | Admitted-Finance |
| 3 | H3₹1.7 CrAdmitted-Finance | -15.90% | ₹1.7 Cr | H3 | Admitted-Finance |
| 4 | H4₹1.6 CrAdmitted-Finance ESRRA CONSTRUCTION COMPANY GWALIOR NIWASI E 2 37 HANUMAN NAGAR GOLE KA MANDIR GWALIOR | NA | NA | 474005 | -18.11% | ₹1.6 Cr | H4 | Admitted-Finance |
Tender Value
₹2.0 Cr
EMD Value
₹1.0 L
Closing Date
16 Feb 2026, 5:30 pmClosed
CMO NAGAR PARISHAD SULTANPUR
WARD 11 NEAR BUS STAND NAGAR PARISHAD SULTANPUR
Construction of Retaining wall on Right side of Palakmati River in Sultanpur, Raisen
2026_UAD_475567_1
62
Open Tender
Civil Works - Others
180 days
NAGAR PARISHAD SULTANPUR
Please refer Tender documents.
5 documents required · 5 mandatory
₹15,000
₹1.0 L
12 Mar 2026
14 Jan 2026
18 Feb 2026
14 Jan 2026
16 Feb 2026
14 Jan 2026
Construction of RCC Retaining Wall work for Left Side of Palakmati River
SOIL BY MANUAL MEANS UPTO 3 M DEPTH-"EARTH WORK IN EXCAVATION OF FOUNDATION OF STRUCTURES WITH ALL LIFTS & LEAD UPTO 1000 METERS AS PER DRAWING AND TECHNICAL SPECIFICATION, INCLUDING SETTING OUT, CONSTRUCTION OF SHORING AND BRACING, REMOVAL OF STUMPS AND OTHER DEL ETERIOUS MATTER, DRESSING OF SIDES AND BOTTOM AS PER RELEVANT CLAUSES OF SECTION 300 & 2100 IN."
PROVIDING & LAYING LEVELLING COURSE/ANNULAR FILLING IN PCC M-15 NOMINAL MIX IN FOUNDATION AS PER RELEVANT CLAUSES OF SECTION 1500, 1700 AND 2100."
RCC GRADE M25-"PROVIDING AND LAYING PLAIN/REINFORCED CEMENT CONCRETE IN OPEN FOUNDATION INCLUDING FORM WORK SHUTTERING ETC. COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATIONS AND AS PER RELEVANT CLAUSES OF SECTIONS 1500, 1700 & 2100 WITH ."
RCC GRADE M25-"PROVIDING AND LAYING PLAIN/REINFORCED CEMENT CONCRETE IN SUB-STRUCTURE AS PER DRAWING AND TECHNICAL SPECIFICATIONS AN D AS PER RELEVANT CLAUSES OF SECTIONS 1500, 1700 & 2200"
SUPPLYING, FITTING AND PLACING HYSD BAR REINFORCEMENT IN FOUNDATION COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATIONS AND AS PER RELEVANT CLAUSES OF SECTIONS 1600."
SUPPLYING, FITTING AND PLACING HYSD BAR REINFORCEMENT IN FOUNDATION COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATIONS AND AS PER RELEVANT CLAUSES OF SECTIONS 1600."
PROVIDING WEEP HOLES IN BRICK MASONRY/PLAIN/REINFORCED CONCRETE ABUTMENT, WING WALL/RETURN WALL WITH 100 MM DIA AC/PVC/HDPE PIPE, E XTENDING THROUGH THE FULL WIDTH OF THE STRUCTURE WITH SLOPE OF 1V :20H TOWARDS DRAWING FOCE. COMPLETE AS PER DRAWING AND TECHNICAL S PECIFICATIONS AND AS PER CLAUSE 2706 OF SPECIFICATIONS."
PROVIDING WEEP HOLES IN BRICK MASONRY/PLAIN/REINFORCED CONCRETE ABUTMENT, WING WALL/RETURN WALL WITH 100 MM DIA AC/PVC/HDPE PIPE, E XTENDING THROUGH THE FULL WIDTH OF THE STRUCTURE WITH SLOPE OF 1V :20H TOWARDS DRAWING FOCE. COMPLETE AS PER DRAWING AND TECHNICAL S PECIFICATIONS AND AS PER CLAUSE 2706 OF SPECIFICATIONS."
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