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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical MU PO SINDHDI CAMP GANESH NAGAR PARATWADA TA ACHALPUR JI AMRAVATI | PARATWADA | AMRAVATI | MAHARASHTRA | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical ARPAN GAS AGENCY MAIN ROAD DHARNI DIST AMRAVATI | DHARNI | AMRAVATI | MAHARASHTRA | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical WARD NO 02 KUSUMKOT BU TAL DHARANI DIST AMRAVATI MAHARASHTRA | KUSUMKOT BU | AMRAVATI | MAHARASHTRA | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical MU PO NAIK PLOT KANDLI PARTAWADA TA ACHALPUR DIST AMRAVATI MAHARASHTRA | ACHALPUR | AMRAVATI | MAHARASHTRA | Admitted-Fee/PreQual/Technical |
Tender Value
₹15.3 L
EMD Value
₹16,000
Closing Date
12 Aug 2026, 6:00 pmClosed
District WC Officer ZPMI Division Amravati
District WC Officer ZPMI Division Amravati
CONSTRUCTION OF CEMENT NALLA BANDH NO-2(GATED)AT KHONGADA TQ. CHIKHALDARA. DIST. AMRAVATI
2026_AMRAV_1324631_5
EE/AMT/ZP/MI/TEN/1511/05/26-27
Open Tender
Civil Works
Percentage
270 days
AT KHONGADA TQ. CHIKHALDARA. DIST. AMRAVATI
CONSTRUCTION OF CEMENT NALLA BANDH NO-2(GATED)AT KHONGADA TQ. CHIKHALDARA. DIST. AMRAVATI
4 documents required · 4 mandatory
₹2,360
₹16,000
14 Aug 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 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 |
|---|---|---|---|---|---|
| 1 | Item No 1:-Cleaning Grass and Removal of Rubbish upto a distance of 15.0m outside the Periphery of the area as directed etc complete as directed by Engineer-In-Charge | 1,800 | Sqm | 4.67 | ₹8,406 |
| 2 | Item No 2:-Excavation in all kind of soil / silt /sand ,including boulders upto 0.60m dia (0.113 cum) for canal, seating of embankment, filter drain / 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 lead upto 15.0m and all lift as directed by Engineer-In-Charge A) For Foundation | 14.7 | Cum | 42 | ₹617.4 |
| 3 | B) For Nalla Deepening | 573.15 | Cum | 30 | ₹17,194.5 |
| 4 | Item No 3:-Excavation in Hard Murum including boulders upto 0.60m dia (0.113 cum) miniimizing damage to side slopes of excavation in water prisam area by adopting any one or combination of line drilling / pre-splitting / smooth blasing techniques and placing the excavated rock neatly in approved dump area including cost of all materials , machinery, labour, dressing bed and sides to required level and profile etc complete lead upto 15.0m and all lift as directed by Engineer-In-Charge A) For Foundation | 49.36 | Cum | 80.23 | ₹3,960.15 |
| 5 | B) For Nalla Deepening | 256.05 | Cum | 30 | ₹7,681.5 |
| 6 | Item No 4:-Excavation in Soft Rock including boulders upto 0.60m dia (0.113 cum) miniimizing damage to side slopes of excavation in water prisam area by adopting any one or combination of line drilling / pre-splitting / smooth blasing techniques and placing the excavated rock neatly in approved dump area including cost of all materials , machinery, labour, dressing bed and sides to required level and profile etc complete lead upto 15.0m and all lift as directed by Engineer-In-Charge A) For Foundation | 39.36 | Cum | 124.02 | ₹4,881.43 |
| 7 | B) For Nalla Deepening | 359.4 | Cum | 30 | ₹10,782 |
| 8 | Item No 5:-Excavation in Hard Rock by blasting including boulders upto 0.60m dia (0.113 cum) miniimizing damage to side slopes of excavation in water prisam area by adopting any one or combination of line drilling / pre-splitting / smooth blasing techniques and placing the excavated rock neatly in approved dump area including cost of all materials , machinery, labour, dressing bed and sides to required level and profile etc complete lead upto 15.0m and all lift as directed by Engineer-In-Charge A) For Foundation | 43.71 | Cum | 519.59 | ₹22,711.28 |
| 9 | Item No 6 :-Providing and fixing anchor bar of 25mm dia. 3.375 m length with resin bond cement capsule anchorage through adit/ itself including drilling holes , inserting grout capsule, driving anchor , cost of all materials, machinery, labour, ventilation, lighting drainage and other ancillary operations etc complete with all lead and lifts as directed by Engineer-In-Charge | 8 | No | 539.21 | ₹4,313.68 |
| 10 | Item No 7 :-Providing and Laying in situ cement concrete of grade M-15 of trap /granite /gneiss /quatizite / graded metal for PCC with or without surface reinforcement / RCC concreting requireing heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls , piers, abutment etc with concrete mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1.0 km and all lifts etc complete as directed by Engineer-In-Charge | 148.81 | Cum | 6,862.27 | ₹10,21,174.4 |
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