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Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
2 Mar 2020, 2:00 pmClosed
Executive Engineer Hydraulic Division Kishtwar
Executive Engineer Hydraulic Division Kishtwar
please refer BOQ
2020_PHE_93467_5
e-NIT No. 43 of 2019-20 dated 24-02-2020
Open Tender
Civil Works
Item Rate
1 days
Kishtwar
please refer NIT
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer Hydraulic Division Kishtwar
₹10,000
Yes
5 Mar 2020
25 Feb 2020
2 Mar 2020
25 Feb 2020
2 Mar 2020
25 Feb 2020
Amount
Carriage of departmental supplies from Divisional Store to road side of work by Mechanical Transport for an av. Distance of 20 km including loading unloading and stacking.
Carriage of pipes and fittings by manual labor/Ponies including loading unloading and stacking 03 km
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(not exceeding 1.5 mtr in width ) and for shafts , wells, cesspits, and the like not exceeding 10 sqm on plan , depth up to 1.5mtr including disposal of excavated earth up to 1 mtr from cutting edge , disposed earth is to be leveled and neatly dressed. 100% all kinds of soil.
Dismantling G.I.pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 m lead. 15 mm to 40 mm nominal bore.
Above 40 mm nominal bore.
Labour required for cutting of concrete pavements, tiles in lanes, cutting rethreading of pipes, replacement of valves of sorts etc. Fitter.
Mazdoor.
Dry Random rubble masonry with hard stone in foundation and plinth. Using Nallah stone without bond stone. Labour Rate
Laying and fitting of G.I/ HDPE Pipes in trenches excluding cost of earth work. G.I.Pipe 100 mm dia.
G.I.Pipe 80 mm dia.
G.I.Pipe 65 mm dia
G.I.Pipe 50 mm dia
G.I.Pipe 40 mm dia.
G.I.Pipe 32 mm dia.
G.I.Pipe 25 mm dia.
G.I.Pipe 20 mm dia.
G.I.Pipe 15 mm dia.
HDPE Pipe 63 mm dia.
HDPE Pipe 50 mm dia.
HDPE Pipe 40 mm dia.
HDPE Pipe 32 mm dia.
HDPE Pipe 25 mm dia.
HDPE Pipe 20 mm dia
Re-filling of available excavated earth in trenches.
Dry Random rubble masonry with hard stone in foundation and plinth. Using Nallah stone without bond stone. Labour Rate
MUSHTAQ AHMED RATHER
JAVEED IQBAL
Ashaq Hussain
Sh. Kishori Lal
Ali Mohd
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