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Tender ID
Tender Value
₹1.8 L
EMD Value
₹3,508
Closing Date
6 Apr 2026, 3:00 pmClosed
Executive Engineer
CD APWD Kamorta
AR and MO Rural Water Supply under Sub Division No III Kamorta during the year 2025 26 SW Construction of test ring well of 5.00 mtr dia (Earth work only) at Tapong Village Nancowrie Island 7th Call
2026_APWD_22375_1
11/NIT/DB/CD/KMT/2025-26
Open Tender
Civil Works - Water Works
Percentage
45 days
Kamorta
Please refer to tender document
8 documents required · 8 mandatory
₹0
₹3,508
6 Apr 2026
18 Mar 2026
6 Apr 2026
18 Mar 2026
6 Apr 2026
18 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
Ordinary rock
Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil
Ordinary or hard rock
Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil
Extra rates (%) for quantities of works, executed: Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these dificult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in dificult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored.
In or under water and/or liquid mud, including pumping out water as required (20% of the rate of the item SI No. 2. The extra percentage in rate is applicable
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
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