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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st lowest₹15.3 LAccepted-Finance | ₹15.3 L | 1st lowest | Accepted-Finance 1st lowest |
| 2 | 2nd lowest₹15.8 L+₹49,703.32 (3.25%)Accepted-Finance | ₹15.8 L+₹49,703.32 (3.25%) | 2nd lowest | Accepted-Finance 2nd lowest |
| 3 | 3rd lowest₹16.0 L+₹69,544.56 (4.55%)Accepted-Finance | ₹16.0 L+₹69,544.56 (4.55%) | 3rd lowest | Accepted-Finance 3rd lowest |
| 4 | 4th lowest₹17.1 L+₹1.8 L (12.0%)Accepted-Finance | ₹17.1 L+₹1.8 L (12.0%) | 4th lowest | Accepted-Finance 4th lowest |
| 5 | 5th lowest₹18.2 L+₹2.9 L (19.1%)Accepted-Finance | ₹18.2 L+₹2.9 L (19.1%) | 5th lowest | Accepted-Finance 5th lowest |
Tender Value
₹20.0 L
EMD Value
₹40,083
Closing Date
18 Sept 2026, 10:00 amClosed
Executive Engineer, Store Division, APWD, Sri Vija
Executive Engineer, Store Division, APWD, Sri Vijaya Puram
Construction of Working Shed including Toilet block and retaining wall at Departmental Petrol Pump.
2026_APWD_24536_1
e-Tender/DB/SD/2026-27/570 dt 03/09/26
Open Tender
Construction Works
Percentage
180 days
Executive Engineer, Store Division, APWD, Store Di
Please Refer Tender Document
4 documents required · 4 mandatory
₹0
₹40,083
22 Sept 2026
3 Sept 2026
18 Sept 2026
3 Sept 2026
18 Sept 2026
3 Sept 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.01 | All kinds of soil. | 142 | cum | 334.8 | ₹47,541.6 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 99.03 | cum | 181.5 | ₹17,973.95 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 5.25 | cum | 2,689.25 | ₹14,118.56 |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.01 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.75 | cum | 11,363.2 | ₹42,612 |
| 4.02 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 5.8 | cum | 9,118.05 | ₹52,884.69 |
| 5Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||
| 5.01 | Foundations, footings, bases for columns | 34 | Sqm | 401.65 | ₹13,656.1 |
| 5.02 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 91.8 | Sqm | 823.45 | ₹75,592.71 |
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