|
| 1 | Dismentalling of B.O.E. soiling/Inter locking tile including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only). |
| 2 | Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in-Charge within s distance of 60 meter. |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift 1.5 m, as directed by Engineer-in-charge:2.1.1 All kinds of soil. O to 0.30 M. |
| 4 | 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), excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. |
| 5 | Providing and laying in base cement concrete 1:6:12 of not less than stength of m-150 (stone balast 40, 20mm stone normal size and 4cm sotne ballast etc. all comp |
| 6 | class 150 brick work in 1:4 cement mortar in foundation & plingth including supply of all materials labour etc all complete. |
| 7 | 12 mm cement plaster of mix 1:4 etc all complete... |
| 8 | Construction of granular sub base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavaton at OMC and compacting with vibratory roller to achieve the desired density, Complete as per MORT & H clause 402 |
| 9 | Providing and Laying design mix cement cocrete of m-30 grade in roads taxi/truck /runways using cement as per design mix using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportion as per approverd & specified disign criteria providing dowel bars with sleevetie bars whenever required laying at site spreading and copmacting mechanacally by using needdle and surface vibrators leveling to require slope chamber finishing with require texture including steel from work with study m.s channal sectons cunning making provison for conrtactor/expenson construction & joints (10 mm wide x 50 mm deep) by groove cutting machine providing and filling joints with approved joints filter and sealents, complete all as per direction of Engineer-in-charge (item of joints filter, sealents, dowel bars with sleevel tie bars to be paid separately) all complete.. |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15* landings, balconles, shelves, chajjas, lintels, bands, plain window sills, staicases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finihing and reinforcement: 1:1.5:3 (1 Cement: 1.5 Coarse sand (zone-III): 3 graded stone aggregate 20 mm (nominal size). |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Cartge of earth up to 3.00 km Including Loading & unlaoding but excluding staking pucca road etc all compitete.. |
| 13 | p/a of tack coat etc all comp. |
| 14 | Dense Graded Bituminuos Macadam(DGBM) Providing and laying dense Graded bituminour macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour crushed aggregates of speficied grading permixed with bituminour binder @ 4.5 per cent by weight of total mix 48.60 and filler transporting the hot mix to work site laying with h hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers oto achieve the desired compaction as per MORTH specification clause No 507 complete in all respects. |
| 15 | P/L of bituminous Concrete (BC) with computrised HMP type hot mix plant producing an average output of 75 tonnes per hour crushed aggregates of specified grading premixed with bituminour binder (CRMB-55) @5.4 per cent of mix and filler trasporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment folling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in respects. |
| 16 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade / colour using hot thermoplastic material by fully / semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-incharge and accordance with applicable specifications. |
| 17 | S/F OF Solar cats eye etc all comp. |
| 18 | p/l of 80 mm thick r/m interlocking tiles etc all comp. |
| 19 | Laying old cement cocrete interlocking paver blocks of any desingn/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the depatment free of cost). |
| 20 | rcc np3 hume pipe 350 mm dia eto all comp. |
| 21 | S/F of Sign board with h pedestal all complete |
| 22 | TAX18% Please Enable Macros to View BoQ information |