Irrigation And CAD Department Tender

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Irrigation And CAD Department Tender

Civil And Construction
Excavation
Opening Date19 Dec 2022
Closing Date2 Jan 2023
Tender Amount₹ 1,30,690 
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Construction of Burial Ground Amenities at Cherukuvaripalle G.P inYerravaripalem Mandal (Item No.2;Supply & Fixing of 180 mm dia PVC Bore Cap for Casing Pipes and Bore caps excluding taxes complete for finished item of work as directed by the Engineer in charge complying with all standard specifications.

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Construction of Burial Ground Amenities at Cherukuvaripalle G.P inYerravaripalem Mandal (Item No.2;Manufacture, Supply and Delivery of Unplasticised PVCs Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation complete for finished item of work as directed by the Engineer in charge complying with all standard specifications. 180 mm dia pvc pipe (6 Kgs/cm2)

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Construction of Burial Ground Amenities at Cherukuvaripalle G.P inYerravaripalem Mandal (Item No.2;b) 90.00 m up to 150.00 m depth

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Construction of Burial Ground Amenities at Cherukuvaripalle G.P inYerravaripalem Mandal (Item No.2;Drilling of Bore well by down the hole hammer drilling to a finished dia of 165 mm dia in all formations suitable for down the hole hammerdrilling such as medium hard rock formation to hard rock formation, all consolidated formation etc. and drilling in over burden to dia not less than 200 mm etc and reaming the bore well to suit insertion of suitable casing pipe etc., including insertion of casing pipe with couplings, caps any other relevant materials upto required depth as directed by the department including transportation of drilling rigs and supporting vehicle and including bore development (Flushing of Bore Well at an average pressure of 150 PSI) conducting yield test, consumables charges, Crew charges required in fixation of pipe assembly completely done to the satisfaction of the department and including all labour charges but excluding all taxes, the cost of casing pipe, couplings, capetc., The entire work should be carried out as per IS -2800 Part I & II 1979 and amended from time to time complete for finished item of work as directed by the Engineer in charge complying with all standard specifications. a) upto 90.00 m depth

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Construction of Burial Ground Amenities at Cherukuvaripalle G.P inYerravaripalem Mandal (Item No.2;Geological survey charges for drilling of bore well excluding taxes complete for finished item of work as directed by the Engineer in charge complying with all standard specifications.

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Construction of Burial Ground Amenities at Cherukuvaripalle G.P inYerravaripalem Mandal (Item No.2;Plain Cement Concrete (1:2:4) using 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity including cost and conveyance of all materials like cement, fine aggregate(sand), coarse aggregate, water etc. to site including all charges for machine mixing, hire charges of concrete mixer, laying concrete in position, curing etc., & lift charges , complete for finished item of the work as directed by the Engineer in charge complying with all standard specifications.

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Construction of Burial Ground Amenities at Cherukuvaripalle G.P inYerravaripalem Mandal (Item No.2;Sand filling in trenches,sides of foundations,basement etc. from approved quarry / available sources in layers not exceeding 15cm thick consolidating each consolidating each deposited layer by watering and ramming, including cost,and conveyance of Sand and water to work site and all operational, incidental, labour charges etc., complete for finished item of the work as directed by the Engineer in charge complying with all standard specifications.

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Construction of Burial Ground Amenities at Cherukuvaripalle G.P inYerravaripalem Mandal (Item No.2;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10 m and depth upto 3.00 Mts including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finhished item of work as directed by the Engineer in charge complying with all standard specifications.

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