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Tender Value
₹44.3 Cr
EMD Value
₹22.2 L
Closing Date
1 Jul 2026, 3:00 pm
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Central Mumbai (P.W) Division,
In the Office of the (Office of the Executive Engineer, Central Mumbai (P.W.) Division, Ganpat Jadhav Marg, Worli, Mumbai - 400 018)
Construction of New Charity Commissioner Bhavan at Dr. Annie Basent Worli, Mumbai (2 Basement plus Ground Floor and First Floor plus Second to Fifth Floor Podium plus Sixth to 19th Floor)
2026_PWR_1309378_1
NIT_NO_07_FOR_2026_27
Open Tender
Civil Works
400 days
Worli
As Per Tender Documents
2 documents required · 2 mandatory
₹5,900
₹22.2 L
Yes
Chief Engineer, Mumbai P.W. Region, Mumbai
17 Jun 2026
17 Jun 2026
2 Jul 2026
17 Jun 2026
1 Jul 2026
17 Jun 2026
17 Jun 2026 - 23 Jun 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | CIVIL BOQ | - | - | - | - | - |
| 2 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
Gr. Floor | 1 | Smt. | - | - | 1(A) |
| 3 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
1st. to 19th Floor | 1 | Smt. | - | - | 1(B) |
| 4 | Providing and fixing Jute Kantan (Tarat) screen to the scaffold-ing for external guniting as directed including removing the same after the work is over etc. complete.
Gr. Floor | 1 | Smt. | - | - | 2(A) |
| 5 | Providing and fixing Jute Kantan (Tarat) screen to the scaffold-ing for external guniting as directed including removing the same after the work is over etc. complete.
1st. to 19th Floor | 1 | Smt. | - | - | 2(B) |
| 6 | 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 1.5 m.) By Mechanical Means | 1 | One Cubic Metre | - | - | 3 |
| 7 | 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 back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means | 1 | One Cubic Metre | - | - | 4 |
| 8 | 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 back filling, ramming, watering including shoring and strutting et cetera complete. (Lift from 3.0 metre to 4.5 metre) | 1 | One Cubic Metre | - | - | 5 |
| 9 | 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 back filling, ramming, watering including shoring and strutting et cetera complete. (Lift from 1.5 metre to 3.0 metre) | - | One Cubic Metre | - | - | 6 |
| 10 | Excavation for foundation in hard murum including removing the excavated material upto 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 upto 1.50 m) By Mechanical Means | 1 | One Cubic Metre | - | - | 7 |
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