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| 1 | Dismantling of flexible pavement (bituminous courses) by mechanicalmeans and disposal of dismantled material up to a lead of 1 kilometre,as per direction of Engineer-in-charge |
| 2 | Demolishing cement concretemanually / by mechnicalmeans including disposal of material within 50 mlead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix) |
| 3 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.Water bound macadam road. |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. as per direction of engineer in charge. |
| 5 | 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 |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer incharge.All kinds of soil |
| 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.All kinds of soil. |
| 8 | Repurchase price of dismantled materials (to be paid by or recovered from the contractor work bill) Inclusive of cost born for loading and unloading etc., by the contractor. Excavated stone aggregate from WBM (greater than or equal to 40 mm) |
| 9 | Disposal of building rubbish / malba / similar unserviceable, mantled 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. |
| 10 | Construction of granular sub-base by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve thedesired density, complete as per specifications and directions of Engineerin-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 11 | 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. |
| 12 | Centering and shuttering including strutting, propping etc., and removal of form for Foundations, footings, bases of columns, etc., for mass concrete |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 Crushed Stone Sand: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 14 | Providing and laying design mix cement concrete of M-40 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying atsite, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved jointfiller and sealants, complete all as per direction of Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-40 is @ 390 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer |
| 15 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) |
| 16 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade \"A\" sealing compound conforming to IS: 1834 |
| 17 | Providing and applying FOSROC Nitoflor Hardtop non-metallic surface floor hardener @ 5 kg/sqm including finishing of the top surface by floating method using power trowel with disc (floater) as directed by Engineer in-charge.. |
| 18 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore |
| 19 | Providing, laying and fixing following dia G.I. pipe (medium class) inground complete with G.I. fittings including trenching and re-filling etc as required.100 mm dia . |
| 20 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 21 | 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 crushed stone sand: 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 23 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge 50 mm nominal dia Pipes |
| 24 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) including making joints with or without grooves ( thickness of joints except at sharp curve shall not tomore than 5 mm ), including makingdrainage opening wherever required complete etc., as per direction of Engineer -in - charge ( length of finished kerb edging shall be measured to calculate volume for payment )( PrecastC. Ckerb stone shall be approved by the Engineer-incharge.) |
| 25 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M- 30 grade made by block making machine with strong vibrator compaction, of approvedsize, design & shape , laid in requiredcolour andpattern over and including50mm thick compacted bed of coarse sand, filling the joints with line sand etc., all complete as per the direction of Engineer-in-charge |
| 26 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete includingdisposal of rubbish to the dumping ground, all complete as per direction ofEngineer in-charge. With cement mortar 1:4 ( 1 cement : 4 fine sand). |
| 27 | Painting with synthetic enamel paintof approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacturer. |
