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| 1 | Dismantling Kerb Stone ( Dismantling kerb stone by manual mean and disposal of dismantled material with lifts and up to a lead of 1000 meter) |
| 2 | 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. |
| 3 | 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 (DSR 2016/ I.No. 16.83/P-280) |
| 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 1:4:8 or leaner mix (i/c equivalent design mix) DSR 18/I.No. 15.2.2 |
| 5 | Earth work in excavation by machanical 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 contrator 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. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) DSR 18/I.No. 4.1.8/P- |
| 7 | Providing and laying in position ready mixed M-25 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 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 :- 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 |
| 8 | Centring and shuttering including strutting, propping etc. and removal of form work for. Foundation, footings, bases of Columns etc for mass concrete. |
| 9 | 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 Fo_500D or more. Iten No.-5.22.6 |
| 10 | Earth work in embankment in ordinary soil embankment to be in 20cm. layers breaking clods, watering rolling each layers with 0.5 tonne roller or wooden/steel rammer and rolling every third or top most layer with power roller of minimum 8 tonne roller including ramming dressing the surface to required level and slope including all lift and all lead(earth shall be brought from place which is beyond Noida area) including carriage of earth by mechanical transportation and all T & P labour etc. required for proper completion of work (earth shall be arranged by the contractor at his own cost. |
| 11 | Construction of granular sub base by providing close graded material, spreding in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 12 | P/L factory made coloured chamfered edge cement concrete paver blocks 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 fine sand, caompacting 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 jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacture's specifications & Direction of Engineer in charge 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. DSR-2018/I.No-16.91) |
| 13 | 279 Cement Concrete with 4 cm gauage approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & Plants etc. required for proper completion of work. |
| 14 | 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 loads including all lifts involved. |
| 15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 16 | NEW Item Providing wall putty on new surface with approved quality materials of Berger / J.K / Birla or similar make 2 coats. |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture of required to colour to give an even shade. Two or more coat on new work. (DSR 2018 I.No. 13.61.1/P-227) |
| 18 | Supplying composite Fibre Glass Reinforced Polymer (FRP) L angle size 45x45x4 mm thick for 40mm Gratings of THERMODRAIN make FRP shall comprise of 60% resin and 40% Fibre glass with no filler content. It should be resistant to sunlight (UV Stabilised), chemical water and sewerage water. It should have high impact resistance, should be flexible and not brittle. |
| 19 | Supplying composite Fibre Glass Reinforced Polymer (FRP) gratings of 40MM height . Load capacity should be 10 MT for width upto 300MM, 8 to 5MT for width from 300 MM to 450MM and 5MT TO 1 MT for width from 450MM to 600MM of make THERMODRAIN brand as directed by Engineer in charge. Material of the product should conform to IS 1726 and BSEN 124 for load test and permanent set. Average Wall thickness should be 8 mm. FRP shallcomprise of 60% resin and 40% Fibre glass with no filler content. Weight should not be more than 22 Kg/sq. meter. Mesh sizes is 34X34mm. For all dimensions, the allowable size variations should be +/- 2mm. Material of grating should be resistant to sunlight (UV Stabilised), chemical water and sewerage water. It should have high impact resistance, should be flexible and not brittle. Please Enable Macros to View BoQ information |
