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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | ₹6.9 L | L1 | Accepted-AOC ADMITTED |
| 2 | L2₹6.9 L+₹690.22 (0.10%)Rejected-AOC | ₹6.9 L+₹690.22 (0.10%) | L2 | Rejected-AOC REJECTED |
| 3 | L3₹7.0 L+₹7,592.45 (1.10%)Rejected-AOC | ₹7.0 L+₹7,592.45 (1.10%) | L3 | Rejected-AOC REJECTED |
Tender Value
₹6.9 L
EMD Value
₹6,905
Closing Date
24 Jul 2026, 12:00 pmClosed
EXECUTIVE ENGINEER E WARD
OFFICE OF ASSISTANT COMMISSIONER E WARD NEW E WARD OFFICE 2ND FLOOR RAMBHAU BHOGLE MARG GHODAPDEO MUMBAI 400033
Improvement of Passage and Drainage at Tadwadi BIT Chawl No. 07, St. Mary Road, Mazgaon, Beat No. 210 in E Ward.
2026_MCGM_1319240_1
MDB/2054 DTD. 08.07.2026
Open Tender
Civil Works
Percentage
30 days
E WARD
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,888
₹6,905
17 Aug 2026
18 Jul 2026
25 Jul 2026
18 Jul 2026
24 Jul 2026
18 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 | Excavation for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as irected, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge. | - | Cum. | - | - |
| 2 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm dia | - | Cum. | - | - |
| 3 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 250 mm dia | - | Each | - | - |
| 4 | Providing and laying cement concrete 1:4:8 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100mm SW pipe | - | Rmt | - | - |
| 5 | Providing and laying cement concrete 1:4:8 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 250 mm SW pipe | - | Rmt | - | - |
| 6 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : | - | Cum | - | - |
| 7 | Providing and laying in position plain cement concrete of specified grade cement with trap / granite / quartzite /gneiss metal mixing in concrete mixer including bailing out water, compacting, finishing surface, curing and including the cost of centering and shuttering at all level : Nominal Mix of 1:3:6 (1 Cement OPC: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | - | Sqm | - | - |
| 8 | Providing and laying rough natural stone tiles 25 mm to 30 mm thick of an approved quality and size for paving / flooring including cement mortar bedding of 25 mm thick in 1:4 proportion, cement float, pointing in cement mortar 1:3, cutting, dressing, leveling, jointing, pointing, curing, finishing etc complete as directed by Engineer In Charge. 25 mm to 30 mm thick flooring | - | Each | - | - |
| 9 | Removing and refixing G.I. pipes of any size with all new fittings if necessary complete including cleaning and painting. | - | Sqm | - | - |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 and above in foundation and plinth in Cement mortar 1:3 (1 cement : 3 coarse sand) | - | Rmt | - | - |
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