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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-Finance B 9 VIMAL SHRUSHTI KAIJ ROAD AMBAJOGAI DIST BEED | BEED | MAHARASHTRA | 413207 | ₹2.2 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.4 CrAccepted-Finance BHAGYNAGAR BEED TA JI BEED | BEED | BEED | MAHARASHTRA | ₹2.4 Cr | L2 | Accepted-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical VITHAI NIWAS MUKTAI NAGAR OPP M S E B OFFICE DHARUR ROAD KAIJ 431123 | BEED | MAHARASHTRA | 431123 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.2 Cr
EMD Value
₹2.2 L
Closing Date
3 Apr 2026, 5:00 pmClosed
Executive Enginner W D 02 Z P BEED
Executive Enginner W D 02 Z P BEED
ZPBEED/WD2/Tirth/187/25-26
2026_BEED_1290828_1
ZPBEED/WD2/Tirth/187/25-26
Open Tender
Civil Works
300 days
BEED
Registration Cert., ITR, GST, PAN Card etc As per Tender Conditions
2 documents required · 2 mandatory
₹12,800
₹2.2 L
27 Apr 2026
27 Mar 2026
4 Apr 2026
27 Mar 2026
3 Apr 2026
27 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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. Bd.A.1 Page 1 Number 259. SSR I.No. 21.02, Sr.No.721, P.No.153 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 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.2 Page Number 259 SSR I.No.21.04, Sr.No.723 P.No.153 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3Filling 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.. Spec. No. Bd.A.11 Page 1 Number 263. SSR I.No. 21.37, Sr.No. 751, P.No. 157 | ||||||
| 4 | Conveying materials obtained from road cutting including all lifts, 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. Spec. No. MORTH 305 SSR I.No. 2.25, Sr.No. 98 P.No.24 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5Providing 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 I.No.21.22, Sr.No.737, P.No.155 | ||||||
| 6 | 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 verticalsurface area covering 10 years guarantee on bond paper.. Spec. No. As directed by Engineer in harge. SSR I.No.21.23, Sr.No.738 P.No.155 | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 7Providing 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 One Square Metre of surface area covering ten years guarantee on bond paper... Spec. No. As directed by Engineer in harge. SSR I.No.21.24, Sr.No.739 P.No.156 | ||||||
| 8 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper... Spec. No. As directed by Engineer in harge. SSR I.No.21.25, Sr.No.740 P.No.156 | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.. Spec. No. As directed by Engineer in charge. SSR I.No. 21.40, Sr.No. 754, P.No. 157 | ||||||
| 10Providing 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 1 No. 287.SSR I.No.24.01, Sr.No.827, P.No.175 | ||||||
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