| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches of drain (Not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. \nThe 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 excavation and shall start excavation only after getting permission of Engineer in Charge. All kinds of soil (CR) | BI01010001010000000000000515BI0100001113 | 750 | Cum |
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| 2 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (CR) | BI01010001010000000000000515BI0100001114 | 750 | Cum |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) (DSR-18/4.1.10) | BI01010001010000000000000515BI0100001115 | 138 | Cum |
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| 4 | 4 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and 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, finishing and reinforcement, including cost of admixtures 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- (1) Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMC. All works up to Plinth level. (DSR-18/5.40.1) | BI01010001010000000000000515BI0100001116 | 392 | cum |
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| 5 | 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Cold twisted bars (DSR-18/5.22.3) | BI01010001010000000000000515BI0100001117 | 30772 | Kg |
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| 6 | 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (DSR-18/5.9.2) | BI01010001010000000000000515BI0100001118 | 3154 | Sqm |
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| 7 | 7 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. (DSR-18/16.65) | BI01010001010000000000000515BI0100001119 | 244 | No. |
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| 8 | 8 | 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-18/6.1.1/111) | BI01010001010000000000000515BI0100001120 | 571 | Cum |
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| 9 | 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(Zone III) : 4 graded stone aggregate 12.5mm nominal size). (DSR-18/ 4.10) | BI01010001010000000000000515BI0100001121 | 1593 | Sqm |
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| 10 | 10 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) (DSR-18/13.4.1) | BI01010001010000000000000515BI0100001122 | 1627 | Sqm |
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| 11 | 11 | Neat cement punning (DSR-18/13.18) | BI01010001010000000000000515BI0100001123 | 1186 | Sqm |
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| 12 | 12 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe (DSR-18/19.6.3) | BI01010001010000000000000515BI0100001125 | 163 | m |
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| 13 | 13 | 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) (DSR-18/4.1.3) | BI01010001010000000000000515BI0100001126 | 18 | Cum |
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| 14 | 14 | Earth work in embankment in ordinary soil embankment to be in 20 cm layer breaking clods. Watering, rolling each layer with 1/2 tonne roller or wooden roller or steel rammer and rolling every third or top most layer with power roller or minimum 8 tonne including 1.5m lift and all lead including cartage of earth by Mechinical Transportation and all T & P labour etc. required for proper completion or work (earth shall be arranged by the contractor at his own cost from out side of Noida. (CR) | BI01010001010000000000000515BI0100001127 | 2800 | Cum. |
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| 15 | 15 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern (DSR-18/16.91.1) | BI01010001010000000000000515BI0100001128 | 3776 | Sqm |
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| 16 | 16 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (DSR-18/13.61.1) | | 1400 | Sqm |
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| 17 | 17 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). (DSR-18/13.44.1) | | 788 | Sqm |
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| 18 | 18 | 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 earth with lead upto 50 metres. (CR) | | 6810 | Sqm |
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| 19 | 19 | Supplying and stacking at site.90 mm to 45 mm size stone aggregate. (DSR-18/16.3.1) | | 850 | Cum |
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| 20 | 20 | Supplying and stacking at site.63 mm to 45 mm size stone aggregate. (DSR-18/16.3.2) | | 596 | Cum |
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| 21 | 21 | Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate. (DSR-18/16.3.3) | | 596 | Cum |
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| 22 | 22 | Supplying and stacking at site.Moorum. (DSR-18/16.3.10) | | 120 | Cum |
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| 23 | 23 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / 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 (DSR-18/16.4) | | 2042 | Cum |
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| 24 | 24 | 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 7.5 (DSR-18/16.7.1) | | 1753 | metre |
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| 25 | 25 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On W.B.M. @ 0.75 Kg / sqm. (DSR-18/16.30.1) | | 6432 | Sqm |
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| 26 | 26 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. (DSR-18/16.54.1) | | 322 | Cum |
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| 27 | 27 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg / sqm. (DSR-18/16.30.2) | | 6432 | Sqm |
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| 28 | 28 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch type Hot Mix Plant of 100-120 TPH capacity. (DSR-16/18.57.1) | | 257 | Cum |
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| 29 | 29 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (DSR-18/13.26) | | 640 | Sqm |
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| 30 | 30 | 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-18/15.60) | | 40 | Cum |
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