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| 1 | Earth work in Excavation by mechanical means hydraulic Excavator)/manual means over areas in foundation( not exceeding 1.50m. in width or 10 sqm on plan) including dressing of sides and rammingof bottoms, lift upto 1.50 m. including getting out the excavated soil and disposal of lift up to 1.50 m and lead up to 30 M. and including filling watering and ramming of excavated of surplus earth as per directed, within a lead of 50m. all kind of soil as per DSR-2023 S.I.No.2.8.1. |
| 2 | Providing and laying in position cement concrete of specificed grade excluding the cost of centering and shuttering in foundation in 1:4:8 (with cement, coarse sand & graded stone aggregate nominal 40mm size) of including supply of all materials, labour. Tools& plants etc. required for proper completion of work. as per DSR-2023 S.I.No.4.1.8. |
| 3 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement:4coarse sand). as per DSR-2023 S.I.No.6.1.1 |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources).as per DSR-2023 S.I.No.5.3. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings,bases of column.etc as per DSR-2023 S.I.No.5.9.1. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Columns,pillers,post and struts. as per DSR-2023 S.I.No.5.9.6. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for lintels,beams,plinth beam,girders,cantilever as per DSR-2023 S.I.No.5.9.5. |
| 8 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in Superstracture in cement mortar 1:4 (1 cement:4coarse sand). as per DSR-2023 S.I.No.6.4.1 |
| 9 | Steel reinforcement for RCC work including straightening, cutting, bending,placing in position and binding all complete (Thermo-mechanically treated bar of grade Fe-500D. as per DSR-2023 S.I.No.5.22.6 |
| 10 | Providing and fixing angle iron frame for door,window and ventilators of mild steel angel section of size 35x35x5mm or 35x5mm flate pieces to the existing T-iron frame or to the wall with dash fastners,including fixing of necessary butt hing and screw and applying a priming coat of approved steel primer all complet as per the direction of Engineer in charge.as per DSR-2023 S.I.No.10.31 |
| 11 | 12 mm thick plaster over wall of 1:4 cement & coarse sand mortar including supply of all materials, labour and t&p etc. as per DSR-2023 S.I.13.4.1 |
| 12 | Cutting groove in plaster 1 cm wide and 1 cm deep by using special tools including supply of all material, labour, tools and plants etc required for proper completion of the work.S.I.No-21.20 New Item |
| 13 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per DSR-2023 S.I.No.13.80. |
| 14 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) as per DSR-2023 S.I.No.13.46.1. |
| 15 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm as per DSR-2023 S.I.No.13.62.1. |
| 16 | Earth worck in cutting or embankment in ordinary soil, excavation to be in the form regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm Layers including remming and dressing the surface to required level and slope and also including 1.5M lift and 30m lead . The earth from cutting to be use in making embamkment or to be deposite as spoil banks with in 5.00 km distance as directed by the Engineer incharge.Including Royallity as S.I. No. 253(a)+231a |
| 17 | Construction Of Granular Sub Base By Providing well Graded Material Spreading In Uniform Layers With Tractor mount Grader On Prepared Surface, Mixing by Mix In Place Method Tractor With Rotavator at OMC, and Compacting With Three wheel 80-100 KN Static Roller To Achieve The Desire Density, Complete as per Clause 401. As per MORD Analysis. |
| 18 | Supply of 80 mm thick precast cement concrete I shape / Zigzag interlocking paver blocks confirming to IS Code: 15658-2006 with top layer of minimum 8mm thickness having plan dimension 200mm x(160mm+120mm) with minimum 5mm thick topping of O.P. cement, smooth high gloss finish, skid resistant, manufatured from rubber molds vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30 Mpa (M- 30) and weight 5.00 Kg per No. directed by the Engineer-in-incharge. S.I.No. New Item (i) Grey colour |
| 19 | Providing and laying reinforced cement concrete PCC 1:24 as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204 |
| 20 | Supply and fixing of M.S sign board.of prescribed size 1.20m *2.75 m with angle 40*40*6 mm iron angle and 1 mm thick ms iron sheet including painting and letter writing complete.approved rate as per S.E.R.E.D. Meerut. |
| 21 | Deduction-5% for Competitive Price Efficiency |
| 22 | Add GST 18% Rs Please Enable Macros to View BoQ information |
