|
| 1 | Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock, chiselling/wedging out rocks( where blasting in prohibited ) as per drawings and M.O.R.D. technical specification clause 305.1and as per direction of the Engineer-in-charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty milimetres) compacted thickness including shoring and strutting and pumping and bailing out water ( surface and sub soil water ) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering and directions of Engineer-in-Charge, including carriage of materials within all leads , liftsand other incidental . The rates areinclusive ofoctroi,royality, Malkana, toll tax, goods service tax, labour cess orother taxesimposed by the Government. |
| 2 | Providing and laying mechanically mixed and vibrated concretefor plain/reinforced concrete in open foundation for all type of structure complete of plain cement concrete grade M-10 (M-Ten) on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification Clause 802, 803, 1202 and 1203 as per the direction of the Engineer-in-charge , including carriage of materials within all leads and lifts and other incidentals.The rate includesoctroi, royalty, Malkana, toll tax , goods service tax, labour cess or other taxes imposed by the Government. |
| 3 | Providing and laying mechanically mixedand vibrated reinforced cement concrete 1:2.4 (One cement: two sand: four graded/crushed stone aggregates 20mm (twenty millimetre) nominal sizedesign mix to obtain minimum compressive strength of grade M-20 (M-twenty) on ground in substructure including curing complete as per drawing and M.O.R.D. technical specificationClause 802, 804, 805, 806, 807, 1202 and 1206including cost of form work but excluding the cost of reinforcement for reinforced concrete work in superstructure as per the entire satisfaction and direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rateincludesoctroi,royalty, Malkana, toll tax, goods service tax, labour cess orother taxesimposed by the Government. |
| 4 | Providing and laying mechanically mixedand vibrated reinforced cement concrete 1: 1 ½ : 3 ( one cement : one and half sand : three graded crushed stone aggregate )in substructuredesigned mix to obtain theminimum strength ofgrade M-25 (M twenty five)and curing completeincluding cost of form work but excluding the cost of reinforcement for reinforced concrete workas per drawing and M.O.R.D. technical specificationClause 800 and 1205 as per the entire satisfaction and direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidental. The rateincludingoctroi,royality, Malkana, toll tax, goods service tax, labour cess orother taxesimposed by the Government. |
| 5 | Supplying, fitting and placing HYSD bar reinforcementin substructure complete as per drawings and technical specifications Clauses 1001,1004 and 1206 including cutting, bending, binding and placing in position complete in all respect including cost of binding wire upto all heights including carriage of materials within all leads and liftsand other incidentals . The rate includes octroi, royalty, Malkana, toll tax, goods service tax, labour cess orother taxesimposed by the Government. |
| 6 | Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimetres) dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) (one vertical : twenty horizental) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7as perdirection of Engineer-in-charge including carriage of materials with in all leads and lifts includingother incidentals. The rate including octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government. . |
| 7 | Construction of embankment for roadway with approved material obtained from borrow pitsand laid in layers of suitable thickness not exceeding 200mm ( two hundred millimetres) spreading to required slope and compacted with three wheel 80-100 kN static/ vibratory road roller to meet the requirements of table 300.1 and 300.2 of MORD specifications to lines, grades, level and cross sections as per drawings or directions of the Engineer-in-charge including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water wherever required including hauling of materials for construction of embankment within all leads and lifts.The rate shall include carriage of machineries, equipment, tools and materials and safety measures, payment of all taxes and other incidentals necessary to complete the work in all respects and per direction of the Engineer-in-charge including carriage of materials within all leads and liftsand other incidentals. The rate includes octroi, royalty, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government. |
