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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | +0.00% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹5.2 L (3.11%)Admitted-Finance ANJOLI TALUKA NAIGAON DISTRICT NANDED MAHARASHTRA | ANJOLI | NANDED | MAHARASHTRA | +3.11% | ₹1.7 Cr+₹5.2 L (3.11%) | L2 | Admitted-Finance |
| 3 | L3₹1.7 Cr+₹6.7 L (4.00%)Admitted-Finance | +4.00% | ₹1.7 Cr+₹6.7 L (4.00%) | L3 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
8 Aug 2026, 5:00 pmClosed
Executive Engineer Works Division Nanded,ZP Nanded
Executive Engineer Works Division Nanded,ZP Nanded
1) Construction Of New Primary Health Sub Center Building At. Waghi.Tq. Nanded 2) Repairs To P.H. Sub Center Construction Of Compound Wall and Other Work At P.H.Sub C. Wadi Bk. 3) Repairs Building And In.Road At. Sub Center Pasadgaon Tq.Dist.Nanded
2026_NANDE_1323947_1
ZPN/WD/NED/E.TEN23/OPEN/25-26
Open Tender
Civil Works
Percentage
180 days
Nanded
Please Refer Tender Document
5 documents required · 5 mandatory
₹1,189
₹1.7 L
Executive Engineer Works Division Nanded,ZP Nanded
12 Aug 2026
31 Jul 2026
10 Aug 2026
31 Jul 2026
8 Aug 2026
31 Jul 2026
3 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 | A) P.H. SUB CENRE WAGHI
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Spec. No.: Bd.A.1 Page Number 259 SSR No.21.02 P.No. 153 | - | Cum. | - | - |
| 2 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means Spec. No.: Bd.A.1 Page Number 259 SSR No.21.04 P.No. 153 | 1 | Cum. | - | - |
| 3 | As directed by Engineer in charge.
Transportation of material obtained from debris of various sorts including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed. For 5 Km. ((Rate Vide Lead | - | Cum. | 1 | - |
| 4 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. Spec. No.: As Directed By Engineer In charge. SSR No.21.22 P.No. 155 | - | Sqm. | - | - |
| 5 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per square metre of vertical surface area covering 10 years guarantee on bond paper. Spec. No.: As Directed By Engineer In charge. SSR No.21.23 P.No. 156 | - | Sqm. | - | - |
| 6 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper. Spec. No.: As Directed By Engineer In charge. SSR No.21.24 P.No. 156 | - | Sqm. | - | - |
| 7 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for Foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No.: Bd. E. 1 Page Number 287 SSR No.24.01 P.No. 175 | 1 | Cum. | - | - |
| 8 | Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No.: Bd.F.3 Page Number 298 and B.7, Page Number38 SSR No.25.11 P.No. 178 | 1 | Cum. | - | - |
| 9 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 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. 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 fine aggregate (Crushed sand VSI Grade) Spec. No.: Bd.F.5 Page Number 300 and B.7, Page.Number 38 SSR No.25.31 P.No. 179 | 1 | Cum. | - | - |
| 10 | B) First Floor | 1 | Cum. | - | - |
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