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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 |
| 2 | P/L of cement concrete 1:6:12 ( 1 cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size ) and curing complete, i/c cost of formwork in foundation and floors.as per S.I.No. 273 |
| 3 | Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 |
| 4 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2 |
| 6 | Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 |
| 7 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 |
| 8 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per IS 13.4.2 |
| 9 | 2.5 thick 1:2:4PCC flooring with cement .approved coarse sand and 2 Cm graded stone grit etc. complete Si 601 |
| 10 | 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.In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per SI no. 10.25.2 |
| 11 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As SI No. 11.3.1 |
| 12 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 |
| 13 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats |
| 14 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per Sl no. -13.62.1 |
| 15 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen with 1.00 mm thick with zinc coating not less than 275 gm/m² DSR 12.1.1 |
| 16 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a) |
| 17 | suppling and laying rubber mouded reflective Zig-Zag 80mm thik tiles of precost compressive C.C passing minimum 30 MP compressive strength ISI markes |
| 18 | Retro -reflecting sheeting type-VI with 4 mm thick ACM Double side. Providing & fixing of reflecting signs with corrosion resistent 4 mm thick with 0.4 mm to 0.5 mm including T&P and all completion of work Lucknow SOR chapter 26 sr no. 11 |
| 19 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 |
| 20 | P/L of cement concrete 1:6:12 ( 1 cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size ) and curing complete, i/c cost of formwork in foundation and floors.as per S.I.No. 273 |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 |
| 22 | Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 |
| 23 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 |
| 24 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per IS 13.4.2 |
| 25 | 2.5 thick 1:2:4PCC flooring with cement .approved coarse sand and 2 Cm graded stone grit etc. complete Si 601 |
| 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.In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per SI no. 10.25.2 |
| 27 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 |
| 28 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats |
| 29 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds ( Tilts form, table moulds,vertical moulds, beam moulds, column moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS : 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer in-Charge (Cost of inforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). DSR 26.74.1 Concrete grade M-35 |
| 30 | 18 watt Soler Light 04 Nos. (22145.00) |
| 31 | HAND PUMP (1.00 Nos.) |
| 32 | E/W in excavation in trenches for foundation and pipes, cables etc. in ordinary soil (loan clay or sand) I/C lift up to 1.50 M & lead up to 50 M and dressing of sides and ramming |
| 33 | P/L of cement concrete 1:6:12 ( 1 cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size ) and curing complete, i/c cost of formwork in foundation and floors.as per S.I.No. 273 |
| 34 | Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 |
| 35 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per IS 13.4.2 |
| 36 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2 |
| 37 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As SI No. 11.3.1 |
| 38 | Mild steel or iron plain such as R.C.C. and R.B. work (when Not included in an over all all rate ) wrought to required shape as nacessary i/c bending for proper completion of the work and i/c supply of steel and its westageben hooks au;thrise over lapping shall be measured up to floor two lavel as per di no As Per Analyisis. |
| 39 | Providing and fixing of G. I. pipes complete with G.I. fitting and clamp DSR 18.12.1,18.12.3,18.12.5, |
| 40 | 40 MM G I Pipe INLET |
| 41 | 25 MM GI Pipe |
| 42 | 15 mm GI Pipe |
| 43 | S/ Instaalation Of 1HP D.C SPV (SOLAR) Submersiable Pumping Systems Automation i/c All Complete. |
| 44 | S/F of Full way gate valve 25 mm |
| 45 | CONSTRUCTION OF SOAK PIT TANK. |
