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| 1 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material with in 50 metres lead as per direction of Engineer-in-charge : Bituminous road DAR CODE : 15.43.2 |
| 2 | Dismantling manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters leadas per direction of Engineer - in -charge Water bound macadam road ( DSR-18/ I.NO. 15.43.1 |
| 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. DSR-18/VOL-2/I.No.15.3 |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) DSR 18/I.No. 15.2.1/P-248 |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m. as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excacvation and shall start excavation only after getting permission of Engineer-in-charge. I.No. 2.6.1 |
| 6 | 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. DSR-18/I.No. 2.8..1 |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth : consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 m. (CR) DSR-2018/I.NO.2.25 |
| 8 | 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 |
| 9 | 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) DSR-18/I.No-4.1.8 |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand) DSR No. 6.1.1 |
| 11 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222) |
| 12 | Neat cement punning ( DSR- 18/ I- 13.18 ) |
| 13 | 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 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs landing balconies and access platform DSR I.NO. 5.9.3 |
| 15 | 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 |
| 16 | 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 @ 340kg/cum Excess/less cement used as per design mix is payable / recoverablle separately ) all works upto plinth level (DSR I.NO: 5.33.1+5.34.1) |
| 17 | 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 |
| 18 | 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 |
| 19 | 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) |
| 20 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four no longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
