Rehabilitation of Dochana Minor from Km 0.000 to 6.770 (T) off-taking from RD Km 9.083/L Dochana Disty. and Balawa Sub Minor from Km 0.000 to 2.900(T)

Amount

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge

Filling expension joints with 12mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints (HSR No. 6.58)

Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR No. 7.21.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level 1 :2 :4 ( 1 Cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 40 mm nominal size) for coping (HSR No. 6.1.3)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete for coping (HSR No. 6.30.1)

12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) (HSR No. 11.5.3)

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm (HSR No. 11.93.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) (HSR No. 6.1.6)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : graded stone aggregate 20 mm nominal size) (HSR No. 6.15.1)

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (HSR No. 6.30.2)

Providing and laying 80mm 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 colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge (HSR No. 10.77)

Making reduced distances at a distance of 100 Mtr. Lenght in slope of CC lining in dimension of 2'x1' as well as syphon and bridge walls at one side. (NS Item)

Marking letter on sign board for various bridges and syphons 7.62 Cm (3 inch hieght) (Old HSR No. 16.66)

Providing and fixing on marked boundary stone at a distance 200 Mtr. Both sides (NS Item)

Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling + Providing and laying Cement concrete flooring 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate (HSR No. 10.1 + 10.10.1)

Regarding terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1 :3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge (HSR No. 30.9)

Supply and fixing of electric fitting in regulation hut including three LED lights with points, one fan point and one shocket inlcuding fixing of a new fan with wireing 1.5sqm mm complete in all respect as per standards (NS Item)

P&F water pipe PVC Bend 100 dia in hut (HSR No. B0239)

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter (HSR No. 9.57.2)

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) (HSR No. 13.1.2)

Earth work in excavation 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, as directed by Engineer-in-charge All kind of Soil (HSR No. 4.12.1)

Washing, brushing + scrubbing existing on lining for laying cement sand slurry (Old HSR No. 10.119)