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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical GROUND FLOOR SAIKUNJ SAKSHI APARTMENT DANDE PLOT RAJA PETH AMRAVATI 444606 | AMRAVATI | MAHARASHTRA | 444606 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical FLAT NO 32 SHRADHA APARTMENT HB TOWN PARDI NAGPUR 440035 | NAGPUR | NAGPUR | MAHARASHTRA | 440035 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical NOT AVAILABLE | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹35.9 Cr
EMD Value
₹18.0 L
Closing Date
31 Jul 2026, 6:55 pmClosed
Executive Engineer PWD Amravati.
Executive Engineer PWD Amravati.
CONSTRUCTION OF STAFF QUATERS TYPE II IN PREMICES AT CENTRAL JAIL, AMRAVATI ( 78 NOS. ), TQ AND DIST - AMRAVATI.
2026_PWR_1318973_1
PWD/AMT/2026-27/7/1
Open Tender
Civil Works
Item Rate
400 days
Amravati.
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹18.0 L
Chief Engineer P. W. Region, Amravati.
3 Aug 2026
17 Jul 2026
3 Aug 2026
17 Jul 2026
31 Jul 2026
17 Jul 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Staff Quaters Type II in Premices at Central Jail, At Amravati ( 78 Nos. ), Tq & Dist - Amravati . | - | - | - | - |
| 2 | 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 | 2,473.75 | Cum | - | - |
| 3 | Excavation for foundation in Hard murum including removing theexcavated material uptoa distance of 50 metres beyond the building area and stacking and spreading asdirected, 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 | 3,052.67 | Cum | - | - |
| 4 | Excavation for foundation in Hard murum including removing theexcavated material uptoa distance of 50 metres beyond the building area and stacking and spreading asdirected, dewatering,preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means | 2,072.92 | Cum | - | - |
| 5 | 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) | 1,238.53 | Cum | - | - |
| 6 | 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) | 2,172.11 | Cum | - | - |
| 7 | 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)
Stilt .Fl.qty | 305.93 | Cum | - | - |
| 8 | 1st Fl.qty | 204.8 | Cum | - | - |
| 9 | 2 nd Fl.qty | 201.47 | Cum | - | - |
| 10 | 3 rd Fl.qty | 64.65 | Cum | - | - |
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