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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAccepted-AOC | ₹13.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.7 LRejected-AOC | ₹13.7 L | L2 | Rejected-AOC L2 |
| 3 | L3₹13.8 LRejected-AOC | ₹13.8 L | L3 | Rejected-AOC L3 |
Tender Value
₹13.6 L
EMD Value
₹13,600
Closing Date
1 Apr 2026, 5:45 pmClosed
EE MPDU AMBADPAL TAL KUDAL
EE MPDU AMBADPAL TAL KUDAL DIST SINDHUDURG
Construction of residential and office buildings for the canal
2026_CWRDK_1290025_1
MPDU/N44/SUBE/ARUNA/2025-26
Open Tender
Civil Works
180 days
ARUNA TAL VAIBHAVWADI
ONLY FOR UNEMPLOYED ENGINEER SUBE
3 documents required · 3 mandatory
₹2,360
₹13,600
6 May 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
1 Apr 2026
25 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 |
|---|---|---|---|---|---|
| 1Item No.1 :- Cleaning & removing grass bushes, shrubs etc. stacking the stuff up to a lead of 15m. And lift 1.5m with all lead and lift etc complete. | |||||
| 2Item No.2: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 backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means | |||||
| 3Item No.3:Excavation for foundation in hard murum including removing the excavated material up to 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 Manual Means | |||||
| 4Item No.4:Providing and laying Cast in situ/ Ready Mix cement concrete in M15 of trap /granite /quartzite /gneiss metal for foundation /steps including steel centering, formwork, laying /pumping, compacting, roughening the mif special finishis to be provided, finishing unevenan d honey combed surface and curing etc. complete. The Cement mortar1:3 plaster is considered forr end ering uneven and honey combed surface ,only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulinetc .(Wooden centering will not be allowed.), with fully automatic micro process or based PLC with SCADA enabled reversible Drum Typemixer /concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | |||||
| 5Item No 5.:- providing laterite stone masonry in cement mortar 1.6 in foundation and plinth including striking joints on the unexposed faces and watering with all lead and lift etc complete. (Laterite stone six sides cut and thickness of mortar joints shall be 12mm max | |||||
| 6Item No 6: Providing and laying damp proof course 50mm thick inM20 cement concrete layer and bitumen/ using cement with water proofing compound curing, formworketc. complete. | |||||
| 7Item No.7:Filling in plinth and floors with approved excavated material in 15cm .to 20cm. Layers including watering and compacting etc. complete.. | |||||
| 8Item No 8. :- Providing laterite stone masonry in cement mortar 1.6 in superstructure including racking out joints where plastering is to be done watering and sacffolding with all lead and lift etc complete. ( Laterite stone six sides cut and thickness of mortor joints shall be 12mm max) | |||||
| 9Item No.9: Providing and fixing in position. (as per I.S.1868/1982) Aluminium sliding window of two tracks with rectangular pipe having over all dimension 63.50x38.10x1.02 mm at weight 0.547 Kilogram/One Running Metre. and window frame bottom track section 61.85x31.75x1.20mm at weight 0.695 Kilogram/One Running Metre. Top and side track section 61.85x31.75x1.30mm at weight 0.659 Kilogram/One Running Metre. The shutter should be of bearing bottom 40x18x1.25mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40x18x1.10mm at weight 0.469 Kilogram/One Running Metre. And handle section 40x18x1.25mm at weight 0.417 Kilogram/One Running Metre. and top section 40x18x1.25mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer incharge with allnecessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casing and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating with box | |||||
| 10Item No.10: Providing and laying Cast in situ /Ready Mix cemen tconcrete M-20 of trap /granite /quartzite /gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, coverblocks, laying/ pumping, compaction and roughening the surface if special finish is to be provided and curing etc.complete. (Excluding reinforcement and structural steel ).with fully automatic micro process or based PLC with SCADA enabled reversible Drum Type mixer /concrete Batch mix plant (Panmixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | |||||
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