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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-Finance SHIRAPUR TAL SANGAMNER DIST AHILYANAGAR MAHARASHTRA | SANGAMNER | AHILYANAGAR | MAHARASHTRA | ₹8.3 L | L1 | Accepted-Finance Lowest Rate Accepted |
| 2 | L2₹8.6 L+₹35,899.18 (4.34%)Rejected-Finance | ₹8.6 L+₹35,899.18 (4.34%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹10.0 L+₹1.8 L (21.5%)Rejected-Finance | ₹10.0 L+₹1.8 L (21.5%) | L3 | Rejected-Finance Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹10.1 L
EMD Value
₹10,141
Closing Date
24 Feb 2026, 3:00 pmClosed
Executive Engineer, P W D N Z P Ahilyanagar
Zilla Parishad Ahilyanagar
Construction of One Room School Building at Z.P. Primary School Pimparkane Tal. Akole Dist. Ahilyanagar (IInd Call)
2026_AHMED_1280379_1
WORKS/ADM1257/2202J813/2024-25
Open Tender
Civil Works - Buildings
Percentage
180 days
Ahilyanagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹10,141
17 Jul 2026
20 Feb 2026
25 Feb 2026
20 Feb 2026
24 Feb 2026
20 Feb 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;-Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc. | 4.72 | Cum | 365.08 | ₹1,723.18 |
| 2 | Item No.2:-Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. | 0.76 | Cum | 1,013.5 | ₹770.26 |
| 3 | Item no.3 :-Providing and laying in situ, cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. columns as per detailed drawing and designs, or as directed including, centering formwork , compaction finishing the formed surface with cm 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing. etc. comp (Excluding reinforcement ) The c.m.1:3 plaster is considered for rendering uneven and honeycombed surface only.Wooden planks/shuttering will not be allowed. (Spec.No.Bd.F.5/P.300/ IS456:200) First floor | 2.52 | Cum | 15,112.32 | ₹38,083.05 |
| 4 | Item no.4 :-Providing and laying in situ, cement concrete M-20 M-20 of trap/granite/quartzite/gneiss metal for R.C.C. beam and lintels as per detailed drawing and designs, or as directed including, centering form work, compaction finishing the formed surface with cm 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing.(Excluding reinforcement.The c.m.1:3 plaster is considered for rendering uneven and honeycombed surface only.Wooden planks/shuttering will not be allowed.) (Spec.No.Bd.F 6/P.300 IS456:200) First floor | 2.85 | Cum | 13,462.38 | ₹38,367.78 |
| 5 | Item no. 5 :-Providing second class burnt brick masonry with conventional/ I.S. type bricks in C.M. 1:6 in Superstructure including striking joints on unexposed faces, racking out joints on exposed faces and watering and scaffolding complete. (Spec.No.Bd.G.5/Page No.315) | 2.37 | Cum | 8,856.7 | ₹20,990.38 |
| 6 | Item no. 6 :-Providing second class burnt brick masonry with conventional/ I.S. type bricks in C.M. 1:6 in Superstructure including striking joints on unexposed faces, racking out joints on exposed faces and watering and scaffolding complete. (Spec.No.Bd.G.5/Page No.315) First floor | 23.17 | Cum | 9,200.84 | ₹2,13,183.46 |
| 7 | Item no.7 :-Providing and laying in situ, cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. Slab and landings……….cm.thick as per detailed drawing and designs, or as directed including, centering form work, compaction finishing the formed surface with cm 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing.(Excluding reinforcement.The c.m.1:3 plaster is considered for rendering uneven and honeycombed surface only.Wooden planks/shuttering will not be allowed.) (Spec.No.Bd.F 8/P.302/ IS456:200) (I.5/I/P.19) First floor | 8.09 | Cum | 15,274.7 | ₹1,23,572.32 |
| 8 | Item No.8:-Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap / quartzite /granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand First floor | 2.15 | Cum | 13,234.61 | ₹28,454.41 |
| 9 | Item No.9:-Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand First floor | 0.7 | Cum | 17,056.61 | ₹11,939.63 |
| 10 | ltem no.10:-Providing and fixing in position TMT steel bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardis, copings, fins, arches etc. as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. (From integrated plant) (Spec.No.Bd.F.17/Page No.306) First floor | 1.3 | M.T. | 97,992.77 | ₹1,27,390.6 |
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