Tender For Construction Of Block 118 And Associated Structures Along With Acve Works, Panels And Electrification At Inrp, Nrb, Barc Tarapur.
Tender Value
175.90 Crore
Estimated cost
Bid Submission
05 Oct 2026
26 days left
EMD
1.85 Crore
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Palghar → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Block 118 And Associated Structures Along With Acve Works, Panels And Electrification At Inrp, Nrb, Barc Tarapur.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation |
| 2 | Earthwork in mass excavation for foundations / basement in all kinds of soils / weathered & soft rock / hard rock / concrete / old masonry etc. by mechanical means using hydraulic excavators, pneumatic breaking equipments, JCB, Poclains etc. to required level for all lifts & an initial lead of 50 metres in both dry and wet conditions, including stripping of any top loose soil, slush removal at locations as directed, cutting, chipping and chiseling of rock, spreading & leveling, ramming and consolidating the bottom of excavated area to the required level and grade, dressing the sides of excavation wherever indicated and as required, unloading & double handling, cleaning the surface thoroughly for blinding concrete, and working in or under water/and/or liquid mud/slush and in or under foul positions if any, shoring, strutting, under pinning, ramming and including any additional excavation required for working space, taking necessary precautions to prevent any spillages or spoiling of the site premises / public roads during the entire process etc. complete as per the technical specifications, detailed drawings and as directed by the Engineer. The bottom most 500mm layer measured from the founding level is to be removed only by wedging and chiselling only. All treasures, artifacts, precious metals, utensils, whether ancient or modern, found during the excavation work, should be handed over by the Contractor to the department.The rate shall include for designing, supplying, installing and maintaining dewatering system to keep the entire excavated area dry during basement / sub-structure works and till completion as per instructions of the Engineer |
| 3 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge.From 0.00 to 1.50 m depth from average ground level |
| 4 | Extra over initial depth for every additional Depth of 1.50 m or part thereof |
| 5 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. From 0.00 to 1.50 m depth from average ground level |
| 6 | Extra over initial depth for every additional Depth of 1.50 m or part thereof |
| 7 | Earth work excavation in Hard Rock (Without Blasting) by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc. Complete all as per specifications and as directed by the Engineer-in-Charge. From 0.00 to 1.50 m depth from average ground level |
| 8 | Extra over initial depth for every additional Depth of 1.50 m or part thereof |
| 9 | Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc.Soil |
| 10 | NOTE: Disposal / Stacking of excavated materials (all kinds of soil, rock, boulders, concrete or any other excavated materials) to disposal ground (Within the DAE Premises) for the mentioned leads including stacking / spreading in layers, breaking earth clods & rock clusters, levelling, disposing the soil by mechanical transport, loading / unloading etc. complete from the site of excavation to the place of disposition all as directed by the Engineer.The rate shall also include keeping the site & approach roads neat & clean to the satisfaction of the Engineer. The rates shall be applicable to net quantities after deduction of prescribed percentage for voids as mentioned in the technical specifications. |
| 11 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and around the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer In charge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by approved agency and specified guarantee for 10 (ten) years shall be furnished by the contractor. Please Enable Macros to View BoQ information |
| 12 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and around the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer In charge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by approved agency and specified guarantee for 10 (ten) years shall be furnished by the contractor. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 26 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 30 daysTender Documents
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