Augmentation of water supply scheme Batote Town incl. Operation and Maintenance cost of scheme for 05 Years under AMRUT 2.0

Amount

Cutting road and making good the same including supply of extra quantities of material i.e crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion 100 mm dia nominal bore

Taking out existing CC interlocking paver blocks from footpath. Central verge, including removal fo rubbish etc., disposal of unserviceable materal to the dumping ground, for which payment shall be made separately and stacking of serviceable materal within 50 meter lead as per direction of Engineer-in-charge for laying HDPE pipes

Demolishing cement dconcrete manually/ by mechancial means including disposal of materal within 50 meters lead as per direction of Engineer-in-charge: 1:4:8 or learner mix (i/c equivalent design mix)

Demolishing cement concrete manually/ by mechancial means including disposal of materal within 50 meters lead as per direction of Engineer-in-charge: 1:3:6 or Richer mix (i/c equivalent design mix)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and, including getting out excavated earth and disposal of surplus excavated earth as directed by Engineer-in-Charge. All kinds of soil :

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and, including getting out excavated earth and disposal of surplus excavated earth as directed by Engineer-in-Charge. Ordinary Rock

Providing and fixing G.I pipes complete with G.I Fittings excluding trenching and refillling etc (External work) Medium 65 MM Dia Nominal Bore

Providing and fixing G.I pipes complete with G.I Fittings excluding trenching and refillling etc (External work) Medium 80 MM Dia Nominal Bore

Providing and fixing G.I pipes complete with G.I Fittings excluding trenching and refillling etc (External work) Medium 100 MM Dia Nominal Bore

Providing and fixing HDPE pipes complete with HDPE Fittings excluding trenching and refillling etc (External work) 50 MM Dia Nominal Bore (PE 80 - PN 10)

Providing and fixing HDPE pipes complete with HDPE Fittings excluding trenching and refillling etc (External work) 63 MM Dia Nominal Bore (PE 80 - PN 10)

Providing and fixing HDPE pipes complete with HDPE Fittings excluding trenching and refillling etc (External work) 75 MM Dia Nominal Bore (PE 80 - PN 10)

Providing and fixing HDPE pipes complete with HDPE Fittings excluding trenching and refillling etc (External work) 90 MM Dia Nominal Bore (PE 80 - PN 12.50)

Providing and fixing gun matel gate valve with C.I Wheel of approved quality (screwed end) 40 mm Dia Nominal Bore

Providing and fixing gun matel gate valve with C.I Wheel of approved quality (screwed end) 65 mm Dia Nominal Bore

Providing and fixing gun matel gate valve with C.I Wheel of approved quality (screwed end) 80 mm Dia Nominal Bore

Providing and fixing C.I sluice valves (with cap) complete with bolts, nuts, rubber insertions etc (the tail pieces if requried will be paid separately). 100 mm dia Class II

Provision for welding of joints of pipes for making bewnds of required degrees and for making joint water proof. (including retrofitting of existing R/main and D/system by plugging of leakages) By electric

Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Laying of old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc all complete as per the direction of Engineer-in-charge

Providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc of required strength, thickness and sizse/ shape, made by table vibratory method using PU mould, laid in requreid colour and pattern over 50 mm thick compacted bewd of sand, compacting and proper embedding/ laying of inter locking paver block sin to the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-charge. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design and pattern

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:11/2:3 (1 cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. lead upto 50 m and lift upto 1.5 m.

Providing and fixing household connections with G.I Pipe Complete, with G I Fitting Making Connection of Distribution Branch with G.I / HDPE main, including providing and fixing of Brass ferrule and brass bib cock (Complete Job)

Carriage of G.I Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 500 m

Carriage of HDPE Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 500 m

Carriage of cement by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 100 m

Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 100 km

Carriage of Sand by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 100 m

Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 30 km

Carriage of stone aggregate (Crushed) upto 20 mm by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 100 m

Carriage of stone aggregate (Crushed) upto 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 30 km

Carriage of stone aggregate (Crushed) upto 40 mm by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 100 m

Operation and Maintenace Cost of scheme for 5 years (after completion of Defect Liability period) complete in all repects by maintaining all the instruments during warranty period and maintenance period for 5 years with replacement/repair of all damaged or non functioning units /Components incl accessories.

Ist YEAR

2nd YEAR

3rd YEAR

4th YEAR

5th YEAR

Feroze Engineering Works

Mohd Arif Khan