PROVN OF HARDSTANDING WITH INTERLOCKING TILES AND GRANITE STONE FOR MAIN GATE, PROVN OF STORM WATER DRAIN SYSTEM OF SWC CSR AT KLP BHAKROTA AND PROVN OF SEWAGE LINE ,SEPTIC TANK AND SOAKAGE WELL IN MH OFFICER MESS UNDER AGE B/R-IV OF GE (S) JAIPUR

Amount

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed. (a) 05/REV - 320 (b) 10/LBW - 0 (c ) 03/REV - 0

Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. n exc 10sq m on plan & n exc 1.5m in depth & getting out in soft/loose soil (a) 05/REV - 2 (b) 10/LBW - 490 (c ) 03/REV - 85

Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 60

As per item No 3.00 but depth exc. 1.50 m but n. exc. 3.00 m (a) 05/REV -0 (b) 10/LBW - 0 (c ) 03/REV - 60

As per item No 3.00 but depth exc. 3.0 m but n. exc. 4.50 m (a) 05/REV -0 (b) 10/LBW - 0 (c ) 03/REV - 5

Removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point (a) 05/REV - 49 (b) 10/LBW - 0 (c ) 03/REV - 150

Removing excavated soil exc. 250m but n. exc. 500m & depositing where directed. (a) 05/REV - 0 (b) 10/LBW - 340 (c ) 03/REV - 0

Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil. (a) 05/REV - 1 (b) 10/LBW - 150 (c ) 03/REV - 60

M & L for broken stone or boulders hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. (a) 05/REV - 50 (b) 10/LBW - 0 (c ) 03/REV - 3

M & L cement concrete 1:4:8 Type D-2 (40 mm graded stone aggregate ) in mass concrete sub base for floor. (a) 05/REV -0 (b) 10/LBW - 90 (c ) 03/REV - 20

M & L cement concrete 1:3:6 Type C-2 (40 mm graded stone aggregate ) in mass concrete sub base for floor. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 2.5

M & L for cement concrete ( 1:2:4 ) type B1 using 20 mm graded stone aggregate as in surface channels and drains, as in finish even and smooth surface et complete all as specified. (a) 05/REV -0 (b) 10/LBW - 0 (c ) 03/REV - 1

M & L PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation of surface channels/fdn of drain etc as specified and directed by Engineer-in-Charge. (a) 05/REV - 0 (b) 10/LBW - 54 (c ) 03/REV - 0

M&L PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in coping, bed block, Haunching/ benching of drains/covering/ sides of any type of tiles etc and similar work like bands plinth course etc complete. (a) 05/REV - 1 (b) 10/LBW - 12 (c ) 03/REV - 0.5

M & L for reinforce cement concrete type B2 1:2:4 (40 mm graded stone aggregate) in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complate all as specfied and directed. Note :- Reinforcement shall be measured and paid separately. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 0.8

M & L for reinforce cement concrete type B1 1:2:4 (20 mm graded stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specfied and directed. Note :- Reinforcement shall be measured and paid separately. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 8

M & L for precast factory made RCC 1:2:4 type B-1, using 20mm graded stone aggregate for manhole/drain cover including placing over manhole / drain all as specified. Note :- Reinforcement shall be measured and paid separately. (a) 05/REV - 0 (b) 10/LBW - 70 (c ) 03/REV - 0

M & L for reinforce cement concrete type B1 1:2:4 (20 mm graded stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specfied and directed. Note :- Reinforcement shall be measured and paid separately. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 2

M&L for brick work with subclass 'B' (old size) bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 (a) 05/REV - 0 (b) 10/LBW - 192 (c ) 03/REV - 55

M&L for brick work with subclass 'B' (old size) bricks, in two brick thick honey comb walling, built in cement mortar 1:4 (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 15

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exc 200mm thick (Horizontal or sloping) for fair finished flat surfaces of concrete. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 55

M&L for formwork to sides of concrete foundations, footings, ases of columns, raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for fair finished flat surface of concrete. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 4.5

M&L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc vertical ot to batter including fair finish flat surfaces. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 9

M & L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. fair finish flat surface complete all as specified. (a) 05/REV -0 (b) 10/LBW - 0 (c ) 03/REV - 10

S&F TMT bar 10 mm dia and over cut to length bent to shape required, including cranking bending spirally for hoping for column, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete. (a) 05/REV -0 (b) 10/LBW - 3670 (c ) 03/REV - 0

S&F TMT bar 6 to 8 mm dia and over cut to length bent to shape required, including cranking bending spirally for hoping for column, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 400

All as per item No. 26 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders as in complete all as specified. (a) 05/REV -0 (b) 10/LBW - 0 (c ) 03/REV - 50

M&L for Machine cut granite stone (of any type) 18 to 20mm thick as in vertical, horizental and steps machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified and directed. (a) 05/REV - 90 (b) 10/LBW - 0 (c ) 03/REV - 0

M&L Screed bed or bedding layer of cement mortar(1:6) 15 mm thick for laying floor or vertical surface finishes complete all as specified. (a) 05/REV - 90 (b) 10/LBW - 0 (c ) 03/REV - 0

M&L rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM (1:4) surface finished even and smooth without using extra cement. (a) 05/REV -0 (b) 10/LBW - 740 (c ) 03/REV - 0

M&L for rendering 15mm thick in cement mortar 1:4 on fair face of brick work or concrete surfaces using wpc , finished even and smooth. (Note :- Rate shall be inclusive of supply of WPC @3% of Weight of cement) (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 210

M&L for 100 mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base for floor complete all as specified and directed by Engineer-in-charge. (a) 05/REV - 320 (b) 10/LBW - 0 (c ) 03/REV - 0

M&L providing pre cast cement concrete block or slab 1:2:4 type B1 using 20mm graded stone aggregate with plain or inter locking joints as directed set in CM 1:6. kerbing/edge block to hard standing/footh including necessary earth work. (a) 05/REV - 4 (b) 10/LBW - 0 (c ) 03/REV - 0

S&F rubber moulded decorative designed coloured machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with grey cement and pigment laid over and including 25 mm thick fine sand cousion including rolling /compacting the finished surface complete all as specified and directed (a) 05/REV - 320 (b) 10/LBW - 0 (c ) 03/REV - 0

Cutting into existing manholes for connecting new drains 150mm dia, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, & reforming benching as required (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 20

As per item No 35.00 but 200 mm dia pipe complete all as specified. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 10

M&L Concrete bed to 150mm dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:4:8) type D1 using 20 mm graded stone aggregate complete all as specified in SSR. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 150

M&L Concrete bed to 200mm dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:4:8)type D1 using 20 mm graded stone aggregate complete all as specified in SSR. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 50

M&L Reinforced concrete pipes of class NP2 drain pipes laid in trenches & jointed as specified of 150mm dia (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 150

M&L Reinforced concrete pipes of class NP2 drain pipes laid in trenches & jointed as specified of 200mm dia (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 50

S & F 100 mm bore cast iron, sand cast soil, waste & vent pipe (ISI marked), in any length with or without ears fixed with cement joints, fixed on walls/slab complete all as specified and directed. (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 1.8

S & F CI cowl 100 mm bore fixed to CI pipe complete all as specified (a) 05/REV - 0 (b) 10/LBW - 0 (c ) 03/REV - 1

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