|
| 1 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead upto 50 m, as per direction of Engineer-in-charge. |
| 2 | Dismantling 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 : any kind of road,for all thickness |
| 3 | 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) |
| 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) |
| 5 | Removal of soling stone/ boulder combined with Earth from the road surface sub-base course 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 soling stone along with lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. |
| 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-in-charge. All kinds of soil |
| 7 | 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 |
| 8 | 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 upto 1.5 m. |
| 9 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity , dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub gradeas per Engg in charge |
| 10 | Providing laying and fixing following GIpipes (medium class) 100mm dia (medium class) in ground complete GI fitting:100 mm dia |
| 11 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 12 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge. |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) |
| 14 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 15 | Providing and laying separation membrane of impermeable PVC sheet 125 micron thick over and above lean concrete for cement concrete road |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (a) Mild steel and Medium Tensile steel bars |
| 17 | (Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. b)Thermo-Mechanically Treated bars |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations ,Footings , bases of columns etc for mass concrete |
| 19 | 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 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, 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 joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement content considered in M-40 is @ 390 kg/cum.Excess/less cement content used as per design mix is payable/recoverable seperately.Cement concrete manufactured in automatic batching plant (RMC Plant) i/c transportation to site in transit mixture.Note : Extra cement upto 10% of the minimum specified cement content in the design shall be payable separately. In case cementcontent in design mix is more than 110% of the specified minimum cement content,the contractor has discretion to either redesign the mix or bear the cost of extra cement |
| 20 | 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.) |
| 21 | Providing and laying in position rubberised bitumen hot sealing compound for expansion joints in joints in roads/pavement all complete as per direction of engineer in charge. Using grade ‘A’ sealing compound. per cm depth |
| 22 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 23 | Disposal of building rubbish/Malba/similar unserviceable,dismantlled or waste material by mechanical means including loading,transportation,unloading to outside the FCI primises /as directed by Engineer-in-Charge.For all leads and lifts involved. |
| 24 | Credit for taking away stone aggregate/stone screening/moorum on \"AS IS WHERE IS BASIS\" including loading,unloading & transportation etc.complete and as directed by Engineer-in-Charge. |
| 25 | Credit for taking away old bricks obatined from dismantling after proper stacking for counting purpose and then taking away out of the depot complex as per the direction of Engineer in charge |
