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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.6 CrAdmitted-Finance | ₹57.6 Cr | L1 | Admitted-Finance |
| 2 | Admitted-Finance | - | - | Admitted-Finance |
| 3 | Rejected-Technical E 7 HIG 497 ARERA COLONY BHOPAL 16 M P | BHOPAL | BHOPAL | MADHYA PRADESH | 462016 | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | B. L. MEHTA CONSTRUCTIONS PVT. LTD. L1 | City Promoter & Buildwell Pvt. Ltd. |
|---|---|---|---|---|---|
| 1.00(a) Work Portion _ Civil | |||||
| 2.00 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | 1,882.5 | Per Cubic Metre | 332 ₹6.2 L | - |
| 3.00 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material with all lifts and leads 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 | 6,918.74 | Per Cubic Metre | 224 ₹15.5 L | - |
| 4.00 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material with all lifts and leads 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 | 956.88 | Per Cubic Metre | 279 ₹2.7 L | - |
| 5.00 | 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 Mechanical Means | 1,765.77 | Per Cubic Metre | 246 ₹4.3 L | - |
| 6.00 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. | 1,268.22 | Per Cubic Metre | 130 ₹1.6 L | - |
| 7.00 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | 3,420.34 | Per Cubic Metre | 647 ₹22.1 L | - |
| 8.00 | Transportation of cutting including all lifts and leads, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | 4,408.28 | Per Cubic Metre | 211 ₹9.3 L | - |
| 9.00 | 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. | 7,972.85 | Per Square Metre | 116 ₹9.2 L | - |
| 10.00 | 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 One Square Metre of vertical surface area covering 10 years guarantee on bond paper. | 4,103.83 | Per Square Metre | 121 ₹5.0 L | - |
Tender Value
₹55.4 Cr
EMD Value
₹27.7 L
Closing Date
15 Apr 2026, 5:30 pmClosed
E.E.Office P.W.D. Chh.Sambhajinagar
E.E.Office P.W.D. Chh.Sambhajinagar
CONSTRUCTION OF KRISHI BHAVAN AND LABORATORY BUILDING AT SHAHANUR MIYA DARGAH TQ. AND DIST. CHHATRAPATI SAMBHAJINAGAR
2026_PWR_1291102_1
E TENDER NOTICE NO 473/01 FOR 2025-26
Open Tender
Civil Works
730 days
Chh. Sambhajinagar
CONSTRUCTION OF KRISHI BHAVAN AND LABORATORY BUILDING AT SHAHANUR MIYA DARGAH TQ. AND DIST. CHHATRAPATI SAMBHAJINAGAR
3 documents required · 3 mandatory
₹3,540
₹27.7 L
C.E.P.W.R.Chh.Sambhajinagar
11 May 2026
30 Mar 2026
16 Apr 2026
30 Mar 2026
15 Apr 2026
30 Mar 2026
30 Mar 2026 - 9 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1(a) Work Portion _ Civil | |||||
| 2Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | |||||
| 3 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material with all lifts and leads 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 | 1 | Per Cubic Metre | - | - |
| 4 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material with all lifts and leads 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 | 1 | Per Cubic Metre | - | - |
| 5 | 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 Mechanical Means | 1 | Per Cubic Metre | - | - |
| 6Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. | |||||
| 7Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | |||||
| 8 | Transportation of cutting including all lifts and leads, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | 1 | Per Cubic Metre | - | - |
| 9Providing 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. | |||||
| 10 | 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 One Square Metre of vertical surface area covering 10 years guarantee on bond paper. | 1 | Per Square Metre | - | - |
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