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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹84.0 LAdmitted-Finance AYDHOYA NAGAR NAGPUR | NAGPUR | NAGPUR | MAHARASHTRA | -0.55% | ₹84.0 L | L1 | Admitted-Finance |
| 2 | L2₹85.3 L+₹1.3 L (1.56%)Admitted-Finance | +1.00% | ₹85.3 L+₹1.3 L (1.56%) | L2 | Admitted-Finance |
| 3 | L3₹87.9 L+₹3.8 L (4.58%)Admitted-Finance | +4.00% | ₹87.9 L+₹3.8 L (4.58%) | L3 | Admitted-Finance |
Tender Value
₹85 L
EMD Value
₹85,000
Closing Date
30 Jul 2026, 5:00 pmClosed
Executive Enginner (W) Div Degloor Z.P. Nanded
Executive Enginner (W) Div Degloor Z.P. Nanded
CONSTRACTION OF PRIMARY HELTH UNIT BUILDING AND IMPROVEMENT OF FACILITY (WATER SUPPLY FURNITURE ELECTRICAL WORK ETC.) AT. PALA TQ. MUKHED.
2026_NANDE_1317803_1
ZPN/WD/DEG/e.TEN02/OPEN/26-27
Open Tender
Civil Works
Percentage
180 days
CONSTRACTION OF PRIMARY HELTH UNIT BUILDING AND IM
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,180
₹85,000
14 Aug 2026
23 Jul 2026
31 Jul 2026
23 Jul 2026
30 Jul 2026
23 Jul 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 |
|---|---|---|---|---|---|
| 1 | PART A ITEM No.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 & 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 | Cubic Metre | - | - |
| 2 | ITEM No.2: 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 | Cubic Metre | - | - |
| 3 | ITEM No.3: Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. | 1 | Cubic Metre | - | - |
| 4 | ITEM No.4: Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15cm. to 20cm. including watering and compaction etc. complete. | - | Cubic Metre | - | - |
| 5 | ITEM No.5: 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. | 1 | Cubic Metre | - | - |
| 6 | ITEM No.6: 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 0.5 percent of clorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. | - | Square Metre | - | - |
| 7 | ITEM No.7: 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 0.5 percent of clorophyrifos per square metre of vertical surface area covering 10 years guarantee on bond paper. | 1 | Square Metre | - | - |
| 8 | ITEM No.8: Providing 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 0.5 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper. | 1 | Square Metre | - | - |
| 9 | ITEM No.9: 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 & 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 & covering 10 years guarantee on bond paper. | - | Square Metre | - | - |
| 10 | ITEM No.10: Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | - | Cubic Metre | - | - |
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