Cleaning and repair work of storm drain in Ward No. 104 to 109 of Kishanpol Zone for the year 2026

(2.4) Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.

(2.4.1) Lime Concrete, cement concrete grade M-10 (1:5:10) and below

(2.4.2) Cement Concrete Grade M-15 and above and PCC blocks

(12.6) Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.

(12.6.1) Standard Size 600x800mm (75mm thick) for span 300 to 450mm

(12.6.2) Standard Size 1000x800mm (100mm thick) for span 451 to 700mm

(12.6.3) Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm

(12.7) Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge.

(12.7.2) Average thickness 40 to 50 mm

(21.1) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level

(21.1.2) 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

(21.1.7) 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).

(22.1) Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :

(22.1.1) Foundations, footings, bases of columns, etc. for mass concrete.

(23.1) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :

(23.1.2) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

(23.19) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.

(23.19.6) Thermo-Mechanically Treated bars

(25.1) Random rubble masonry with hard stone in foundation and plinth :

(25.1.1) Cement mortar 1:6 (1 cement : 6 coarse sand)

(29.26) Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required

(29.26.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

(32.3) Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar

(32.3.3) 1:6 (1 cement : 6 fine/ coarse sand)

(1.1) Carriage of Materials by mechanical transport including loading, unloading and stacking ::

(1.1.3) Stone, boulders, gravelly materialBeyond 5 Km upto 10 Km. per Km(.rate 239.78+5*19.12)

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(MR) Desilting of covered nallah/drain (which will include continious covering for 5mtrs and above length at a stretch) including removing of stone patties ,ferro cement drain covers,dismantling of existing cc flooring etc. and replacing the same ( without mortar and cc etc.)after desilting of nallah . Spacing of opening should not be more than 5 mtr or as per direction of Engineer in charge with all lead and lift complete in all respect.

(MR) Desilting of open nallah, open drain (which will include continious covering of less than 5mtrs at a stretch) as per direction of Engineer in charge with all lead and lift complete in all respect.

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