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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | -25.10% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 CrAdmitted-Finance | -16.13% | ₹1.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.2 CrAdmitted-Finance | +0.00% | ₹2.2 Cr | L3 | Admitted-Finance |
Tender Value
₹2.2 Cr
EMD Value
₹2.2 L
Closing Date
4 May 2026, 3:00 pmClosed
Executive Engineer (Central Tender Cell)
Central Tender Cell, ICOMC Tower, BMC
In-situ redevelopment for Balance work of Block No.01 and Block No. 02 at Mandap Basti in ward No. 09
2026_ORULB_128178_2
BMC-EE-Tender Cell-03/2026-27 dt. 15.04.2026
Open Tender
Civil Works - Others
270 days
BMC, AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.2 L
Yes
UG floor,Office Chamber of EE(Central Tender Cell)
12 May 2026
18 Apr 2026
4 May 2026
18 Apr 2026
4 May 2026
18 Apr 2026
18 Apr 2026 - 27 Apr 2026
27 Apr 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. In all kinds of soil | |||||
| 1.01 | In DI rock | - | Cum | - | - |
| 2Earthwork in excavation beyond 1.50mtr and upto 3.00mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, DI rock etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. In all kinds of soil | |||||
| 2.01 | In DI rock | - | Cum | - | - |
| 3Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. | |||||
| 4Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge | |||||
| 5Providing & laying cement concrete of prop. (1:4:8) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. | |||||
| 6R.C.C. work of M-30 for foundation having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. | |||||
| 7R.C.C. work of M-25 for plinth beam having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. | |||||
| 8R.C.C. work of M-30 for column having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. Ground Floor | |||||
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