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| 1 | Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slops and also including lit upto 1.5m and lead up to 30m. The earth cutting to be used in msking embankment or to be deposited as spoil banks within 30m (100 ft.) distance including supply of Good earth as directed by the Engineer-in-charge. |
| 2 | Scrapping of old painted Surface |
| 3 | 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 : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement :4 coarse sand) |
| 5 | Construction of granular sub-base by providing close graded Material, spreading in uniform layers with motor grader on prepared surface, Mixing By Mix in Place method with front and loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401Analysed Rate |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mixmacadam specification including premixing the Material with water at OMC inmechanical mix plant carriage of mixed Material by tipper to site, laying inuniform layers with grader in sub- base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.(1% OPCCement + 3.5% Emulsion) |
| 7 | Providing and applying Prime coat using bitumen emulsion conforming toIS:8887, using emulsion pressure distributor including repairing the surface &cleaning with mechanical broom. With medium setting bitumen emulsionOn W.B.M./W.M.M. @ 0.4 kg/sqm |
| 8 | Providing and applying tack coat using hot straight run bitumen of grade VG-10,including heating the bitumen, spraying the bitumaen with mechanically opratedspray unit fitted o bitumen boiler, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 Kg/sqm |
| 9 | Providing and laying dense graded bituminous macadam with higher capacitybatch type HMP using crushed aggregates of specified grading, premixed withbituminous binder @ 4.5 per cent by weight of total mix and filler, transportingthe hot mix to work site, laying with a hydrostatic paver finisher with sensorcontrol to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 10 | Providing and laying bituminous concrete with higher capacity batch type hotmix plant using crushed aggregates of specified grading, premixed withbituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix towork site, laying with a hydrostatic paver finisher with sensor control to therequired grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsAyodhya SOR 22-23, pg 17, item no. 280 |
| 11 | Providing and laying precast concrete Saucer drain including cost of excavation,earth filling, watering, ramming consolidation and laying in position to therequired line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3coarse sand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to be more than 5 mm) including supply ofall materials, labour T & P etc required for proper completion of the work as perdirection of Engineer- in-charge. (Precast C.C. saucer drain shall be approvedby Engineer-in-charge). |
| 12 | Drain |
| 13 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kind of soil |
| 14 | 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 : 8 graded stone aggregate 40 mm nominal size) |
| 15 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth levelConcrete of m25 grade with minimum cement content of 330 kg /cum |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 18 | S/F of deep hole 110mm Dia PVC Pipe |
| 19 | Dewatring Work During Construction Including All Complete Please Enable Macros to View BoQ information |
