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| 1 | drain.road and side berms |
| 2 | 15.2.1: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) |
| 3 | 15.7.4: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 |
| 4 | 2.8.1: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 up to 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 |
| 5 | 6.1.2:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | 13.4.2:12 mm cement plaster of mix:1:6 ( 1 cement : 6 coarse sand) |
| 7 | 13.18:Neat cement punning |
| 8 | 110.18:Providing and laying compacted bed of dry brick aggregate of 40/50 mm thick nominal size in required thickness including spreading, well ramming, consolidating and grouting with Jamuna sand including finishing smooth etc. complete as per direction of Engineer-in-charge (compacted thickness to be measure for the purpose of payment) |
| 9 | 110.32.a:Providing and laying C.C. pavement of mix M-20 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 303 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C.pavement. |
| 10 | 16.46.1:Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound. |
| 11 | 4.1.3A: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) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%) |
| 12 | 1.1.1_16:Disposal of materials by mechanical transportincluding loading ,unloading and stacking lime ,moorum, buildingrubbish for lead 16 km |
| 13 | 5.1.2A:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20% |
| 14 | 5.9.3A:Centering and shuttering including strutting ,proppingetc.and removal of form for Suspended floors, roofs, landings,balconies and access platform |
| 15 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 16 | 16.93:Providing and placing in position 100mm thick factory made machine batched & ma chine mixed PrecastRCC Rectangular Covers on drains of footpath of various sizes,of M-25 grade cement concrete for RCCwork, including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on alledges with 1.6 mm thick , 100mm wide MS sheet duly painted over priming coat , reinforcement to bewelded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage ,allleads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge . |
| 17 | 16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
