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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 10 Km as per Technical Specification Clause 301.5 |
| 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 drawing and technical specifications Clauses 802,803, 1202 &1203. |
| 3 | 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. |
| 4 | Providing and laying in position machine battched and machine mixed design mix M- 20 (1:1.5:3) grade cement concrete for RCC work using cement content as per approved design mix. Including pumping of concrete to site of laying but including the cost of centreing, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impaaining strenght and durability as per direction of Engineer - In - Charge .cement content considered in the item is 330Kg/cum as per MORD Analysis, clause 800,1205.4 & 1205.50. |
| 5 | Supply; fitting , and placing HYSD bar reinforcement (Fe-550) in Foundation and MS bars reinforcement (Fe-415) substructure complete as per drawing and technical specfications Clauses1002, 1005, 1010 and 1202. Reference to MORD Specfications 1000 SI No. 12.8 |
| 6 | M-150 Class Brick Masonary work in 1:4 with cement & Coarse sand mortor in foundation complete excluding pointing and plastering as per drwing and Technical specification as per Clause No. 600,1202 & 1203. |
| 7 | Plastering with cement Mortar in 1:4 with cement and Coarse Sand Mortar 12 mm thick on brick work in Sub Structure a sper Technical Specification Clause 613.4 &1204. |
| 8 | Providing and laying of cement concrete with 20 mm gauge stone ballast, coarse sand & cement in the M-20 (1:2:4) Grade including supply of all materials, labour. Tools& plants etc. required for proper completion of work. as per MORD Analysis, Clause No.800 II. |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel 80-100 KN Static Roller in stages to proper grade and camber, applying and brooming,requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404. |
| 10 | Supply & laying of 80 mm thick ISI Marked I Shaped (Grey base) machinacaly compressed Interlocking Cement concrete pavers blocks, smooth high laoss finish,skid resistant, manufactured from rubber moulds through vibrocompression mechanism, high pressure and control vibration machine having plan diamention 200x(160+120)mm with minimum 5mm thick toping. The compresive strength of Concrete paver blocks shall not be less than 30 MPa & weight 4.5 Kg per No confirming to IS:15658-2006 as per PWD SOR Bulandshahr Ch-2 SI No 5a .including cost of material and blanket layer of 3.00cm thick local sand labour, T&P etc. required for proper competion of work as direceted by Engineer-in-charge as per tech. Spc. 1500. |
| 11 | Supply & laying of 80 mm thick ISI Marked I Shaped ( Coloured base) machinacaly compressed Interlocking Cement concrete pavers blocks, smooth high laoss finish,skid resistant, manufactured from rubber moulds through vibrocompression mechanism, high pressure and control vibration machine having plan diamention 200x(160+120)mm with minimum 5mm thick toping. The compresive strength of Concrete paver blocks shall not be less than 30 MPa & weight 4.5 Kg per No confirming to IS:15658-2006 as per PWD SOR Bulandshahr Ch-2 SI No 5a .including cost of material and blanket layer of 3.00cm thick local sand labour, T&P etc. required for proper competion of work as direceted by Engineer-in-charge as per tech. Spc. 1500. |
| 12 | Supply and fixing of M.S. Sign board of Prescribed size 1.20M.X2.75M. mm Iron Angle and 1 mm thick M.S. Sheet including painting and letter writing complete approved by S.E.R.E.D Circle Meerut vide letter No.1108/ RED/ Computer / Rate Analysis /2018-19 /dated 09/10/2018. Please Enable Macros to View BoQ information |
