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Mass Excavation BOQ

Er. Parbhakar Dwivedi
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Name of the Project:

Name of the Work: Mass Excavation BOQ

Bill of Quantities

S.No. Description Unit Qty. Rate* Amount
1 SITE DEVLOPMENT AND EARTH WORK
Note:
The line and levels in the drawings shall be strictly followed and over excavation if any shall be made good by contractor free of cost as per the instructions on the Engineer-in-charge. Depth from NGL shall be measured and paid for.:
The quantities in this tender may vary to any extent. The rates for the same shall remain unchanged.:
In case of item No. 1.1 and 1.3, quantity to be solid excavation or 80% of stack quantity whichever is less will be paid. Also it may be noted that no extra payment will be made for variations in these quantities.
.
1.1 Earth work in excavation by mechanical & manual means in open areas for all Levels, heights and depths for sub-floors in all kinds of soil from existing natural ground level till 300mm above the final founding level including dressing of sides providing required slopes to vertical sides and dewatering etc. wherever required complete as per direction of Engineer in Charge & Technical Specifications and carrying away the earth unloading and stacking the excavated earth at pre-designated place out side the site premises with in a lead of 10 KM from the site boundaries as directed by the Engineer in Charge including all lead and lift with leveling of the dumped earth as per the instructions of the Engineer in Charges. (Note: Earth unloaded at the Engineer in Charge's designated location shall be the property of Owner)..
a For all levels, depths etc Cum 40
.
1.2 Earth work in excavation by mechanical & manual means in open areas for all Levels, heights and depths for sub-floors in all kinds of soil from existing natural ground level till 300mm above the final founding level including dressing of sides providing required slopes to vertical sides and dewatering etc. wherever required complete as per direction of Engineer in Charge & Technical Specifications and carrying away surplus earth out of the site premises including cost of excavations, royalties, loading, transportation and unloading at CONTRACTOR’S own location including clearing of site from bushes vegetation etc. wherever necessary and required.
(Note: The excavated earth which should be removed from site immediately shall be the property of Contractor, cost of dewatering / bailing out of water (if any) is included in item)..
a. For all levels, depths etc. Cum 20
.
1.3 Excavation over areas including stacking at site.
Item same as 1.2 above but for unloading and stacking the excavated earth at project site or within a lead of 1km from the site boundaries as directed by the Engineer in Charge including the leveling of the dumped earth as per the instructions of the Project Manager. (Note: Earth unloaded at the Engineer in Charge's designated location shall be the property of Owner. This also includes excavated earth retained at Project site.) This item shall also be applicable for excavation & storing top 300 mm thick layer of soil at Site. .
a. .For all levels, depths etc Cum 40
.
Total.
* Average market rate but may be vary with locality, class of contractor & client, material & resource availability, quality of material, time, quantity, local authority etc. and excluding service tax / GST etc.

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