Re-use of flood water of villages Narwana, Ismailpur, Dharoudi, Frain Kalan and Dablain for irrigation purpose through Sirsa Branch at RD 338000/R

Amount

Earth work in excavation in all kind of soil 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. all kind of soil (HSR item no. 4.12.1)

Excavation trenches of required with for pipes, cables etc including excavation for sorplus . All kind of soul for pipes and kables exceeding 300 mm dia but not exceeding 600 mm (HSR item No. 4.16.1.3 + 4.17)

providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, mannufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centring, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and surability as per direction of the Engineer-in-charge. All works up to plinth level M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) ( HSR item No. 6.22.2.2)

Granular subgrade construction of granular subgrade by providing meterial spreeding in uniform layer with motor grader (HSR item No. 17.13)

Providing lowering, cutting jointing and testing RCC pipe class NP3 as per 18-458-2003 with spigot & socketed joints manufactured with ISI marked suplhate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to tranches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings levels including dressing and 3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45 & item 21.46 including cartage loading and unloading complete in all respects. The internal diametric of the sewer being: 600 mm (HSR item No. 21.95.5)

Providing lowering, cutting jointing and testing RCC pipe class NP3 as per 18-458-2003 with spigot & socketed joints manufactured with ISI marked suplhate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to tranches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45 & item 21.46 including cartage loading and unloading complete in all respects. The internal diametric of the sewer being: 450 mm (HSR item No. 21.95.3)

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1 :3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½ :3 (1 Cement: 1½ coarse sand(zone-111) : 3 cum graded stone aggregate 20 mm nominal size).(HSR Item No. 6.39.1)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for feinforced cement concrete work, using cement contant as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering and reinforcement, including admixtures in recommended proportions as per ISI : 9103 to accelerate, retard setting of concrete, improve workability without imparing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330/kg cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). All works up to plinth level (HSR item No. 6.25.1)

Steel reinforcement for R.C.C. were not included in the complete rate of RCC, including strengthing, cutting, bending, placing in postion. Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR item no. 6.33.6)

Providing an laying 80 mm thick factory made cement concrete inter locking paver block of M-35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required color and pattern over (BIS 15658:2006) and including 60 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.(HSR item No. 10.77)

Brick masonry work with common brunt clay non-modular bricks of class designation. 10 in foundation & plinth in cement mortar 1:3 (1 Cement 3 course sand) (HSR item No 7.2.1 )(derived)

Providing M.S. foot including fixing in manholes with 20x20x10 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : with 20x20 mm square bar (HSR item No. 22.198.1)

Providing, lowering, laying in trunches anilying, fixing in position & jointing DI Pipes mark K-9 grade complete including. All material labour, hydrolic testing and technical specification 600 mm dia HSR item No. 20.63.10

Centering and Shuttering including strutting , propping etc. and removal of form work : Retaining walls, return walls, walls (any thickness) including attached plasters, buttresness, plinth and string courses fillets, kerbs and steps etc (HSR item No. 6.29.2)

Centering and shuttering including strutting, propping etc. and removal of form work for foundation footing bases for colums (HSR item No. 6.29.1)

Demarcation Charges for pipeline

Repairing of Public Health Connections

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