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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹116.0 CrAdmitted-Finance B 1 NEELA APARTMENT MANDPESHWAR INDL PREMISES S V P ROAD BORIVALI WEST MUMBAI 400 092 | L1 | Admitted-Finance | |
| 2 | L2₹141.1 Cr+₹25.0 Cr (21.6%)Admitted-Finance 307 JALARAM BUSINESS CENTER GANJAWALA LANE NEAR CHAMUNDA CIRCLE BORIVALI W MUMBAI 400092 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400092 | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical as per Evaluation Report |
| Sl No | Description | Qty | Unit | R AND B INFRA PROJECT PRIVATE LIMITED L1 | Dev Engineers L2 |
|---|---|---|---|---|---|
| 1.001-RCC & STRUCTURAL WORK | |||||
| 1.01 | Item No. 1
Excavation for foundation in earth,soil of all types,sand,gravel and soft murum,including removing the excavated material upto a distance of 50m .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 1.5 m.) By Mechanical Means. (SSR-22-23 SSR No.-21.02/153) | 3,375 | Cum | 350 ₹11,81,250 Lowest | 445 ₹15,01,875 |
| 1.02 | Item No. 2
Excavation for foundation in earth,soils of all types,sand,gravel and soft murum,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 backfilling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means. (SSR-22-23 SSR NO. 21.04/153) | 3,375 | Cum | 298 ₹10,05,750 Lowest | 379 ₹12,79,125 |
| 1.03 | Item No. 3
Excavation for foundation in earth,soils of all types, sand, gravel ands oft murum, 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 backfilling, ramming, watering including shoring and strutting etc. complete. (Lift from 3.0m to 4.5m) By Mechanical Means. (SSR-22-23 SSR NO. 21.04+20%/153) | 3,375 | Cum | 358 ₹12,08,250 Lowest | 456 ₹15,39,000 |
| 1.04 | Item No. 4
Excavation for foundation in earth,soils of all types,sand,gravelands oft murum,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 backfilling, ramming, watering including shoring and strutting etc. complete. (Lift from 4.5m to 6.0m) By Mechanical Means. (SSR-22-23, SSR 21.04+30%/153) | 3,075 | Cum | 388 ₹11,93,100 Lowest | 494 ₹15,19,050 |
| 1.05 | Item No. 5
Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum,ramming,watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means. (SSR-22-23 SSR NO. 21.14/154) | 3,075 | Cum | 495 ₹15,22,125 Lowest | 631 ₹19,40,325 |
| 1.06 | Item No. 6
Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material up to a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum,ramming,watering including shoring and strutting etc.complete.(Lift from 1.5m To 3.0m.)By Mechanical Means. (SSR-22-23 SSR NO. 21.16/154) | 3,075 | Cum | 605 ₹18,60,375 Lowest | 770 ₹23,67,750 |
| 1.07 | Item No. 7
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. (SSR-22-23 SSR NO. 21.38/157) | 2,004.74 | Cum | 3,564 ₹71,44,893.36 Lowest | 4,537 ₹90,95,505.38 |
| 1.08 | Item No. 8
Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, 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 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). (SSR-22-23 SSR NO. 24.10/176) | 2,638.56 | Cum | 9,177 ₹2,42,14,065.12 Lowest | 11,680 ₹3,08,18,380.8 |
| 1.09 | Item No. 9
Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper. (SSR-22-23 SSR NO. 21.23/155) | 1,635 | Sqm | 129 ₹2,10,915 Lowest | 165 ₹2,69,775 |
Tender Value
₹97.3 Cr
EMD Value
₹48.7 L
Closing Date
8 Oct 2024, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
City Engineer
MBMC Head Office
Proposed Cancer Hospital Research Institute at Mira Road (E) in MBMC Area. (Basic Facility Development Fund)
2024_MBMC_1081863_1
MBMC/PWD/Tender/66/24-25
Open Tender
Civil Works
Item Rate
1095 days
MBMC
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,540
₹48.7 L
19 Jun 2026
19 Sept 2024
9 Oct 2024
19 Sept 2024
8 Oct 2024
19 Sept 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11-RCC & STRUCTURAL WORK | |||||
| 1.01 | Item No. 1
Excavation for foundation in earth,soil of all types,sand,gravel and soft murum,including removing the excavated material upto a distance of 50m .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 1.5 m.) By Mechanical Means. (SSR-22-23 SSR No.-21.02/153) | 3,375 | Cum | - | - |
| 1.02 | Item No. 2
Excavation for foundation in earth,soils of all types,sand,gravel and soft murum,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 backfilling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means. (SSR-22-23 SSR NO. 21.04/153) | 3,375 | Cum | - | - |
| 1.03 | Item No. 3
Excavation for foundation in earth,soils of all types, sand, gravel ands oft murum, 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 backfilling, ramming, watering including shoring and strutting etc. complete. (Lift from 3.0m to 4.5m) By Mechanical Means. (SSR-22-23 SSR NO. 21.04+20%/153) | 3,375 | Cum | - | - |
| 1.04 | Item No. 4
Excavation for foundation in earth,soils of all types,sand,gravelands oft murum,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 backfilling, ramming, watering including shoring and strutting etc. complete. (Lift from 4.5m to 6.0m) By Mechanical Means. (SSR-22-23, SSR 21.04+30%/153) | 3,075 | Cum | - | - |
| 1.05 | Item No. 5
Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum,ramming,watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means. (SSR-22-23 SSR NO. 21.14/154) | 3,075 | Cum | - | - |
| 1.06 | Item No. 6
Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material up to a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum,ramming,watering including shoring and strutting etc.complete.(Lift from 1.5m To 3.0m.)By Mechanical Means. (SSR-22-23 SSR NO. 21.16/154) | 3,075 | Cum | - | - |
| 1.07 | Item No. 7
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. (SSR-22-23 SSR NO. 21.38/157) | 2,004.74 | Cum | - | - |
| 1.08 | Item No. 8
Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, 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 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). (SSR-22-23 SSR NO. 24.10/176) | 2,638.56 | Cum | - | - |
| 1.09 | Item No. 9
Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper. (SSR-22-23 SSR NO. 21.23/155) | 1,635 | Sqm | - | - |
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