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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹116.4 CrAccepted-AOC FLAT NO 32 SHRADHA APARTMENT HB TOWN PARDI NAGPUR 440035 | NAGPUR | NAGPUR | MAHARASHTRA | 440035 | ₹116.4 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹118.1 Cr+₹1.7 Cr (1.50%)Rejected-AOC | ₹118.1 Cr+₹1.7 Cr (1.50%) | L2 | Rejected-AOC Accept |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | BBG INFRASTRUCTURE PRIVATE LIMITED L1 | YFC Projects Private Limited L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF FISHERY SCIENCE COLLEGE AT. MORSHI DIST.AMRAVATI | |||||
| 2.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 12,084.87 | Sqm | 13 ₹1,57,103.31 Lowest | 13.2 ₹1,59,459.86 |
| 3.00 | 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 | 10,927.8 | Cum | 800 ₹87,42,240 Lowest | 812 ₹88,73,373.6 |
| 4.00 | 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 | 3,148.91 | Cum | 800 ₹25,19,128 Lowest | 812 ₹25,56,914.92 |
| 5.00 | Excavation for foundation in hard murum including removing the excavated material upto 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 upto
1.50 m) By Mechanical Means | 1,384.78 | Cum | 800 ₹11,07,824 Lowest | 812 ₹11,24,441.36 |
| 6.00 | Excavation for foundation in hard 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 1.5
to 3.0m) By Manual Means | 1,828.59 | Cum | 800 ₹14,62,872 Lowest | 812 ₹14,84,815.08 |
| 7.00 | Disposal of Excavated material upto a lead of 5.00 km, stacking serviceable & unserviceable materials seperately including compaction of same with power roller etc. Complete | 8,111.75 | Cum | 263 ₹21,33,390.25 Lowest | 266.95 ₹21,65,391.1 |
| 8.00 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | 2,650.16 | Cum | 1,966.75 ₹52,12,202.18 Lowest | 1,996.25 ₹52,90,384.55 |
| 9.00 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),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) | 1,495.85 | Cum | 7,500 ₹1,12,18,875 Lowest | 7,612.5 ₹1,13,87,158.13 |
| 10.00 | 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) | 292.71 | Cum | 7,500 ₹21,95,325 Lowest | 7,612.5 ₹22,28,254.88 |
Tender Value
₹104.9 Cr
EMD Value
₹53.1 L
Closing Date
23 Mar 2026, 6:55 pmClosed
Executive Engineer PWD Amravati.
Executive Engineer PWD Amravati.
CONSTRUCTION FISHERY SCIENCE COLLAGE AT MORSHI, DISTRICT AMRAVATI.
2026_PWR_1283368_1
PWD/AMT/2025-26/29/1
Open Tender
Civil Works
Item Rate
700 days
Amravati.
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹53.1 L
Chief Engineer P.W. Region, Amravati.
16 Jul 2026
2 Mar 2026
25 Mar 2026
2 Mar 2026
23 Mar 2026
2 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CONSTRUCTION OF FISHERY SCIENCE COLLEGE AT. MORSHI DIST.AMRAVATI | - | - | - | - |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 12,084.87 | Sqm | - | - |
| 3 | 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 | 10,927.8 | Cum | - | - |
| 4 | 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 | 3,148.91 | Cum | - | - |
| 5 | Excavation for foundation in hard murum including removing the excavated material upto 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 upto
1.50 m) By Mechanical Means | 1,384.78 | Cum | - | - |
| 6 | Excavation for foundation in hard 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 1.5
to 3.0m) By Manual Means | 1,828.59 | Cum | - | - |
| 7 | Disposal of Excavated material upto a lead of 5.00 km, stacking serviceable & unserviceable materials seperately including compaction of same with power roller etc. Complete | 8,111.75 | Cum | - | - |
| 8 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | 2,650.16 | Cum | - | - |
| 9 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),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) | 1,495.85 | Cum | - | - |
| 10 | 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) | 292.71 | Cum | - | - |
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