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| 1 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 2 | 12 mm cement plaster :1:4 (1 cement : 4 coarse sand) |
| 3 | Neat cement punning |
| 4 | Earth work embankment in ordinary soil embankment to be in 20 cm layers incluiding ramming dressing the surface to required levels with half tonne steel or wooden rammer and rolling every third and top most layer in roller 8 to10 tonne capacity and including 1.50mtr, lift and all lead ( earth shall be brought from a place which including cartage of earth be machanically transport and T & P. labour etc. required for proper completion. (earth shall be arranged by the contractor at his own cost (CR) |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 6 | Supplying and stacking at site.90 mm to 45 mm size stone aggregate |
| 7 | Supplying and stacking at site.63 mm to 45 mm size stone aggregate |
| 8 | Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate |
| 9 | Supplying and stacking at site.Moorum |
| 10 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres With common burnt clay F.P.S. (non modular) bricks of class designation 15 |
| 11 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 12 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled oad/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . |
| 13 | providing and applying primer coat with SS1 grade bitumen on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00kg / sqm using machanical maens. |
| 14 | providing and laying danse graded Bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading. Premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with Hydrostatic paver finisher with sensor contral to the required grade. level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction and density compaction as per MORTH specification, clause No.505 comlete in all respects. |
| 15 | Providing and applying tack coat using hot straight run bitumen of grade 80/100, On bituminous surface @ 0.50 Kg / sqm |
| 16 | Providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading. Premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with Hydrostatic paver finisher with sensor contral to the required grade. level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction and density compaction as per MORTH specification, clause No.507 comlete in all respects. |
| 17 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297- 1982 conforming to IS : 10297- 1982 by using long line casting method having rrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of xtruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). Note : Excess/ less cement over the specified cement content used as per design mix is payable / recoverable separately. Concrete Grade-M-40 (cement content 400 kg ) 150 mm thick hollow core slab |
| 18 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 19 | 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-III) : 8 graded stone aggregate 40 mm nominal size) |
| 20 | 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 |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 24 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrte work using cement content as per approved design mix manufactured in fully autometic batching plant and transported to site of work in transit mixer for are leads having continuous agitated mixer manufactured as per mix design of specified grade for rienforced cement concrete work including pumping of R.M.C from transit mixer to site of laying excluding the post of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per I.S : 9103 to accelerate/ retard setting of concrete improve workablity without impairing streght and durability as per direction of the engineer-in- charge (note:- cement content considered in this item is @ 330 kg/cum. excess/less cement used as per design mix is payable/ recoverable separately) all works upto plinth level. |
| 25 | 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. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 26 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. |
| 27 | providing wall putty on new surface with approved quality material of berger/ Jk/ birla or similar make 2 coats |
| 28 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 29 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). |
| 30 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove Please Enable Macros to View BoQ information |
