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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.8 LAccepted-Finance 0 VILLAGE BARKHERA BASANTPUR DAYANATHPUR KANTH MORADABAD UTTAR PRADESH 244001 UDYAM UP 59 0004726 | MORADABAD | UTTAR PRADESH | 244001 | ₹64.8 L | L1 | Accepted-Finance L1 |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Finance BHAGYNAGAR BEED TA JI BEED | BEED | BEED | MAHARASHTRA | - | - | Not Admitted-Finance Not qualified for AOC |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical AT SARADGAON POST MANDWA TQ PARALI DIST BEED | SARADGAON | BEED | MAHARASHTRA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹64.8 L
EMD Value
₹64,821
Closing Date
6 Apr 2026, 5:00 pmClosed
Executive Enginner W D 02 Z P BEED
Executive Enginner W D 02 Z P BEED
ZPBEED/WD2/2235C8133/191/25-26
2026_BEED_1291330_1
ZPBEED/WD2/2235C8133/191/25-26
Open Tender
Civil Works
300 days
BEED
Registration Cert., ITR, GST, PAN Card etc As per Tender Conditions
2 documents required · 2 mandatory
₹6,000
₹64,821
7 May 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 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 |
|---|---|---|---|---|---|
| 1Excavation 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 areaand 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. SSR I.No. 21.02, Sr.No.721, P.No.153 GroundFloor | |||||
| 2Excavation 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 andnecessary back filling, ramming, watering including shoring and strutting etc. complete.(Liftupto1.50m)By Mechanical Means Spec.No.: SSR I.No.21.06, Sr.No.725 P.No.153 GroundFloor | |||||
| 3Excavation for foundation in Hard murum and boulders includingremovingtheexcavatedmaterialuptoadistanceof50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering includingshoringand struttingetc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means Spec No. : SSR I.No.21.12, Sr.No.729, P.No.154 GroundFloor | |||||
| 4Filling in plinth and floors with approved excavated materialin 15cm. to 20cm. Layers including watering and compacting etc.complete. Spec.No..SSRI.No. 21.36,Sr.No.750, P.No.157 GroundFloor | |||||
| 5Filling in plinth and floors with contractors material/brought fromoutsideandapprovedbyEngineerinchargeinlayersof 15 cm to 20 cm including watering and compactionetc. complete.. Spec. No. SSR I.No. 21.37, Sr.No. 751, P.No. 157 GroundFloor | |||||
| 6Conveying 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 Proctordensityforaleadofover50m.to300m.inclusive GroundFloor | |||||
| 7Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavationattherateof5litresofemulsionconcentrateof 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper...Spec. No. SSRI.No.21.22,Sr.No.737,P.No.155 GroundFloor | |||||
| 8Providing 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. SSR I.No.21.23, Sr.No.738 P.No.155 GroundFloor | |||||
| 9Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling atthe 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 GroundFloor | |||||
| 10Providing 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 deepat15cmc/casclosetothewallaspossibleandtoinject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litresper hole and sealing the same with proper filling and covering 10 years guarantee on bond paper... Spec. No. SSR I.No.21.25, Sr.No.740 P.No.156 GroundFloor | |||||
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