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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹22.1 LAccepted-AOC | ₹22.1 L Quoted ₹17.2 L | L-1 | Accepted-AOC AOC Accepted |
| 2 | L-2₹23.4 L+₹6.2 L (36.1%)Rejected-Finance | ₹23.4 L+₹6.2 L (36.1%) | L-2 | Rejected-Finance Reject |
| 3 | L-3₹23.5 L+₹6.3 L (36.8%)Rejected-Finance | ₹23.5 L+₹6.3 L (36.8%) | L-3 | Rejected-Finance Reject |
| 4 | L-4₹23.7 L+₹6.5 L (37.6%)Rejected-Finance | ₹23.7 L+₹6.5 L (37.6%) | L-4 | Rejected-Finance Reject |
Tender Value
₹28.3 L
EMD Value
₹29,000
Closing Date
6 Apr 2026, 5:00 pmClosed
District WC Officer ZPMI Division Amravati
District WC Officer ZPMI Division Amravati
REPAIRS TO K.T.WEIR AT SANGNESHWAR TQ. AMRAVATI DIST. AMRAVATI
2026_AMRAV_1291006_7
EE/AMT/ZP/MI/TEN/619/12/25-26
Open Tender
Civil Works
Percentage
180 days
AT SANGNESHWAR TQ. AMRAVATI DIST. AMRAVATI
REPAIRS TO K.T.WEIR AT SANGNESHWAR
TQ. AMRAVATI DIST. AMRAVATI
4 documents required · 4 mandatory
₹2,360
₹29,000
27 Jul 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Item No :- 1 Cleaning cutting thorny shrubs bushes, grass as directed with 15m lead and lift up to 1.5m. | - | Sqm | - | - |
| - | Item No 2:-Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. | - | Cum | - | - |
| - | Item No-3 Excavation in Hard Murum etc Complete | - | Cum | - | - |
| - | Item No 4:- Excavation in Soft Rock including dressing sides depositng the excavated material as and where directed etc complete with all lead and lifts. | - | Cum | - | - |
| - | Item No 5:- Excavation in Hard Rock by chisseling including dressing sides depositng the excavated material as and where directed etc complete with all lead and lifts. | - | Cum | - | - |
| - | Item No 6:- Providing and laying in Situ CC M-15 (40 MSA) of trap/granite/gneiss quartize /graded metalsfor PCC with or with out surface rainforcement / RCCconcerting require heavy or special type of shuttering for works of gallary sluies, spillway, downsteam face, energy dissipiting structures intake structures, training walls, piers aboutment etc with concerete mixture with shuttering and scoffilding, placing compacting, quring with and initial lead of 1.0 km and all lift etc complete as directed. | - | Cum | - | - |
| - | Item No 7:- Providing and laying in Situ CC M-15 (20 MSA) of trap/granite/gneiss quartize /graded metalsfor PCC with or with out surface rainforcement / RCCconcerting require heavy or special type of shuttering for works of gallary sluies, spillway, downsteam face, energy dissipiting structures intake structures, training walls, piers aboutment etc with concerete mixture with shuttering and scoffilding, placing compacting, quring with and initial lead of 1.0 km and all lift etc complete as directed. | - | Cum | - | - |
| - | Item No 8:-Providing and Fixing in position Mild Steel/HYSD bar Reinforcement of various diameter for RCC Work, pipe, caps, footing, foundation, slab beam, column, canopies, chhaja, lintels, copings, as per detail drawing and schedule, including cutting, bending, hooking, binding with wire, tack welding and supporting as required as per standard specification with all leads & lifts etc complete as directed by the Engineer-In Charge | - | MT | - | - |
| - | Item No9:- Providing and fixing in position structural steel ISLC channel section of required size including cutting, welding as per designe and requirement etc complete with all lead and lift | - | MT | - | - |
| - | Item No10:- Drilling 35mm dia Holes anchoring in rock as directed and fixing 25 mm dia steel anchor excluding cost of steel and grouting etc complete as directed by Engineer In Charge | - | No. | - | - |
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