|
| 1 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, |
| 2 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. |
| 3 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 |
| 4 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204 |
| 5 | Construction of granular Sub- base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavetor at Omc, and compacting with smooth wheel roller to achievethe desired density, comp as per clause 401. |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405) |
| 7 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 8 | Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 9 | Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 10 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 |
| 11 | f'kykU;kl @yksdkiZ.k dk;Zdze gsrq 910x610x20 fe0eh0 lkbt ds xzsukbV iRFkj ij fn;s x;s izk#i ds vuqlkj v{kjksa dks oh vkdkj esa buxzsfoax djds lqugjs jax ls isUV djds fu/kkZfjr LFkku ij ykdj yksgs ds iksZVscy iSMsLVy cukdj iRFkj dks yxkusa dk dk;Z ,oa vukoj.k gsrqq Lopkfyr insZ dh lEiw.kZ O;oLFkk fdjk;s i)fr ij djusa ,oa dk;Zdze ds mijkUr f'kykiVksa dks LVS.M ls fudkydj lEcfU/kr vf/kdkjh dks fn;s x;s funsZ'kksa ds vuqlkj f'kykiVksa dks fu/kkZfjr LFkku ij fcuk VwV &QwV lgh fLFkfr esa nsusa dk dk;ZA |
| 12 | ADD GST @ 18% Please Enable Macros to View BoQ information |
