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| 1 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR 2018/I.No. 15.56/P-253 |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 4 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge |
| 5 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 6 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. DSR 2018/I.No. 16.68/P-277 |
| 7 | 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.The contractor has to diffrent utilites like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-charge. all kinds of soil. |
| 8 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) : From brick work in cement mortar DSR-18/ I.No: 15.8.3 |
| 9 | 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) (Brick available at site & free of cost) |
| 10 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. . DSR-18/I.No-15.60 |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth 1:4:8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 12 | 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) DSR No. 6.1.1 |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 14 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222) |
| 15 | Neat cement punning ( DSR- 18/ I- 13.18 ) |
| 16 | Washed stone grit plaster on exterior walls of height upto 10 M. above level in two layers,under layer 12mm 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 /Sqm top layer 15mm cement plater 1:1/2:2 (1 cement: 1/2 C sand: 2 stone chipping 10mm N.S.) in panels with groove all around as per approved pattern i/c scrubbing and washing the top layer with brusshes and water to expose the stone chipping complete as per. DSR 18/I.No. 13.72/P-228 |
| 17 | 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. DSR 18/I.No. 13.73.1/P-228 |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 18/I.No.5.9.2 |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 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.5.22.3/P-99 |
| 21 | Providing and laying in position redy mixed M-30 grade concrete for reinforced cement concrete work, using cement content as per approved design mix ,manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying excluding the cost of centering shuttering finishng and reinforcement including cost of admixtres in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete improve workability without impairing strength and durability as per direction of the Engineer-in - charge ( Note :- Cement content considered in this item is @ 330kg/cum Excess/less cement used as per design mix is payable / recoverablle separately ) all works upto plinth level |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) DAR Code:4.1.3 |
| 23 | 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 confirming to IS 10297:1982 by using long line casting method having arrangement 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 extruder/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) . including steel & transportation charge. 150 mm thick hollow core slab |
| 24 | 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. DSR 2018/I.No. 10.25.2./P-179 |
| 25 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m ) having 50nos rounds per 6 metre length upto - 3m height of wall with existing angle iron Y shaped placed 2.4m or 3.00 apart and with 9 horizontal R.B.T reinforced barbed wire stud tied with G.I stapies and G.I clips to retain horizontal , including necessary bolts or G.I barbed wire tied to angle iron, all complete as per direction of Engineer in charge with reinforced barbed tape R.B.T spring core ( 2.5 mm thick ) wire of high tensile strength of 165kg / sqm mm with tape ( 0.52mm thick) and weight 43.478 gm/ metre ( cost of M.S angle C.C blocks shall be paid separately) Please Enable Macros to View BoQ information |
