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| 1 | Excavation in foundations in ordianary soil (Loan clay or sand) including lift upto 1.5 m (5 fts) amd Lead upto 30 m (100 ft) & including filling, watering and ramming of excavated earth into the trenches of into the space between the building and teh sides of foundation trenches or into the plinth adn removal and disposal of surplus earth as directed by the Engineer - in charge upto a distance of 30 m (100fts) from the foundation trenches.SI- 251/2020-21 P.W.D |
| 2 | Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-Charge and as per Technical Specification Clause 301.3.3.4.1, with all lifts and and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 PWD SOR S.I.No. 253/2020-21 |
| 3 | Providing and laying Cement concrete 1:4:8 ( 1 cement : 4 coarse sand: 8 graded stone ballast 40 mm. nominal size) including supply of all materials. labour and T&P etc.required for proper completionof the workand curing complete, also including cost of formwork in foundation and floors.SI-281/2020-21P.W.D |
| 4 | Providing and laying Cement concrete 1:2:4 ( 1 cement :2 coarse sand: 4 graded stone grit 20 mm. nominal size) including supply of all materials. labour and T&P etc.required for proper completionof the workand curing complete, also including cost of formwork in foundation and floors.SI-279b/2020-21P.W.D |
| 5 | R.C.C. Work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone grit in the proportion of 1:1.5:3 in Slab i.e. excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire, andexluding necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of the work. Binding wire cost being included in this Item.DAR 2019-5.1.2/2020-21 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form forSlab Analyses Rate |
| 7 | Mildsteel or iron in plain work such as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and includingsupply of all steel and wastage & overlapping & hooks.SI-504/2020-21P.W.D |
| 8 | First Class brick work in 1 : 4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.SI-305b/2020-21P.W.D |
| 9 | 12 mm thick plaster with cement mortar in proportion of 1:3 cement and coarse sand SI-583/2020-21P.W.D |
| 10 | Extra for compaction of earth work in embankment under optimum moisture condition to give at least 95% provter desity (DAR-2019:16.2 based) P.W.D 2020-21 |
| 11 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401.For Grading I Material (GSB-I)A/RATE |
| 12 | Carting of earth beyound 5 Km distance excluding royalty of earth PWD SOR S.I.No. 231/2020-21 |
| 13 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxitracks/ 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 usingneedle 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-incharge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paidseparately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately cement concrete prepared with batch mixing machine DAR 2019- 16.43.1/2020-21 P.W.D |
| 14 | Providing and laying Rubber moulded Reflective Zig zag 80 mm thick tiles of precast compressed C.C. passing minimum 30 megapascle compressive strength. ISI Marked (in gray base) laid in required over 40mm thick compacted bed of local sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer, filling the joints with local sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as perdirection of Engineer-in-Charge(Analysers Rate) |
| 15 | P/L 125 micron polythene over road below C.C (Approved Rate) |
