Name of Estimate Augmenta...

Providing and fixing in position UPVC SWR Door Foot Bend (110M X 110M) as per SI 13592 of E.D.C Manufacture or of any other reputed firm complete in all respect. (Analysis Attached)

Providing and fixing in position UPVC SWR Reducer (110M X 90M) as per SI Manufacture of reputed firm complete in all respect. (Analysis Attached)

Providing and fixing in position UPVC SWR Bend (110M X 110M) as per SI Manufacture of reputed firm complete in all respect. (Analysis Attached)

Full Bore Electromagnetic Flow meter Type : Full bore, Lining : Rubber, Output: 4-20mA, RS485, Internal Mounting, Input 220V AC /24 V DC, Temperature upto 80 degree, Pressure upto 20 Kg/cm2,Electrode SS316. 150 mm Nominal Diameter Flow meter Rs. 70700/- Telemetry System for Flow meter Rs. 28500/- Total Rs. 99200/-

Glycerin filled Pressure gauge 0-10kg/cm2

Providing 200 mm dia. S.W. or R.C.C. pipes in vertical drop arrangement including providing 150 mm dia S.W. and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by Engineer-in-charge (0.60 M depth) excluding cost of chamber. a) As above but for 200 mm dia pipes and depth 0.60 M

Providing 200 mm dia. S.W. or R.C.C. pipes in vertical drop arrangement including providing 150 mm dia S.W. and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by Engineer-in-charge (0.60 M depth) excluding cost of chamber. Extra for every 0.5 M depth beyond initial depth of 0.60 M.

Providing 250 mm dia. S.W. or R.C.C. pipes in vertical drop arrangement including providing 150 mm dia S.W. and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by Engineer-in-charge (0.60 M depth) excluding cost of chamber. As above but for 250 mm dia pipes and depth 0.60 M

Providing 250 mm dia. S.W. or R.C.C. pipes in vertical drop arrangement including providing 150 mm dia S.W. and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by Engineer-in-charge (0.60 M depth) excluding cost of chamber. Extra for every 0.5 M depth beyond initial depth of 0.60 M.

Providing 300 mm dia. S.W. or R.C.C. pipes in vertical drop arrangement including providing 150 mm dia S.W. and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by Engineer-in-charge (0.60 M depth) excluding cost of chamber.

Providing 300 mm dia. S.W. or R.C.C. pipes in vertical drop arrangement including providing 150 mm dia S.W. and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by Engineer-in-charge (0.60 M depth) excluding cost of chamber. Extra for every 0.5 M depth beyond initial depth of 0.60 M.

Removal of Existing Pumping Machinary Labour charges for removing, disassembling, assembling and re-erection of pumps Submersible pump set Labour charges for removing

Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. lining ISI marked as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc.,cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc complete in all respects 350mm i/d pipe with inside H.D.P.E. lining R.C.C. pipe with inside H.D.P.E. lining class- NP-3

Operation and Maintenance for complete scope of work mentioned in the DNIT (Disinfection material supplied by PHED) as per schedule-IV for a period of 5 year after defect liability period of 12 month and trial run period of 03 months will be charged to the A/mtc. estimate complete in all respect as per approved NIT. i) Operation and maintenance during defect liability period after 3 month trial run period.(operation only)

ii) Operation and Maintenance during 1st year after defect liability period

iii) Operation and Maintenance during 2nd year

iv) Operation and Maintenance during 3rd year.

v) Operation and Maintenance during 4th year.

vi) Operation and Maintenance during 5th year

Deduct - Less Credit of existing 35 No.-Submersible Pumping sets,Panel board, cable and dozzers etc

BoQ_Ver3.0

Augmentation of Water Supply Scheme for 9 Villages (Bainswal, Kutani, Rajakheri, Nimbri, Ugrakheri, Risalu, Nangalkheri, Kabri, Garhi Sikenderpur in District Panipat, Haryana (under CMA Code 26134) PART A (Augmentation of water supply system in village Nimbri, Ugrakheri, Risalu and Nangalkheri by installing Deep TWs,Laying DI pipelines and all other allied works) and Providing Sewerage System for Villages ( Nimbri, Ugra Kheri, Risalu, Nangal Kheri) in District Panipat, Haryana (under CMA Code 26134) PART B (Proposed IPS, Sewerage Network and allied works, etc. in village Nimbri, Ugrakheri, Risalu and Nangalkheri) including O and M for complete scope of work mentioned in DNIT for 5 years after one year Defect liability period and trial run period of 3 months and all other works contingent thereto”. (PACKAGE-3)

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