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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC MU PO TA LANJA JI RATNAGIRI | LANJA | RATNAGIRI | MAHARASHTRA | ₹9.5 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹9.8 L+₹23,849.91 (2.50%)Rejected-AOC | ₹9.8 L+₹23,849.91 (2.50%) | L2 | Rejected-AOC REJECTED |
| 3 | L3₹9.9 L+₹33,389.88 (3.50%)Rejected-AOC | ₹9.9 L+₹33,389.88 (3.50%) | L3 | Rejected-AOC REJECTED |
Tender Value
₹9.5 L
EMD Value
₹12,000
Closing Date
27 Feb 2026, 5:00 pmClosed
Executive Engineer Works Department ZP Ratnagiri
Dr.Babasaheb Ambedkar Bhavan Ground Floor Executive Engineer Works Department Ratnagiri ZP Ratnagiri
Constructing Anganwadi Building at Math Asurde Tal Lanja Dist Ratnagiri
2026_RATNA_1280211_5
RZP/WD-Ratnagiri/E-Ten Un EMP ENGR-18/25-26
Open Tender
Civil Works - Buildings
Percentage
100 days
Rajapur
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹12,000
31 Jul 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
27 Feb 2026
20 Feb 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 |
|---|---|---|---|---|---|
| 2 | 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 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 3.00 m.) By Manual Means | 20.74 | Cmt | 262.9 | ₹5,452.55 |
| 3 | Item No 2 Excavation for foundation in Hard murum and boulders 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 m to 3.0 m.) By Mechanical Means | 2.3 | Cmt | 249.7 | ₹574.31 |
| 4 | Item No 3Providing 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) | 6.19 | Cmt | 7,274.51 | ₹45,029.22 |
| 5 | Item No 4 Providing laterite stone masonry in C. M. 1:6 in foundation & plinth including striking joints on the unexposed faces & watering complete.As per New Supplimentry | 21.3 | Cmt | 7,132.78 | ₹1,51,928.21 |
| 6 | Item No 5Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) | 2.79 | Cmt | 7,833.7 | ₹21,856.02 |
| 7 | Item No 6Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. | 1 | Cmt | - | - |
| 8 | Item No 7 Providing laterite stone masonry in C. M. 1:6 in superstructure including racking out joints where plastering is to be done watering & scaffolding complete. | 25.6 | Cmt | 7,926.98 | ₹2,02,930.69 |
| 9 | Item No 8 Providing and fixing frame with / without ventilator of size as specified with Country non teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete. | 0.07 | Cmt | 1,17,823.2 | ₹8,247.62 |
| 10 | Item No 9 Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. | 5.15 | Smt | 3,204.3 | ₹16,502.15 |
| 11 | Item No 10 Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension ?63.50 x 38.10 x 1.02 mm at weight
0.547 Kilogram/Running metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/Running metre. Top and side track section 61.85 x 31.75 x
1.30 mm at weight 0.659 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. Inter locking section 40 x 18 x
1.10 mm at weight 0.469 Kilogram/Running metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting 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 without box | 8.01 | Smt | 5,350.4 | ₹42,856.7 |
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