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| 1 | Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 metre for sewers and manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services ie telephone cables, electric lines, water supply lines and gas lines etc night signals, profiles, pegs, sight rails, boning rods, fixng and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus soils from the site of works upto 15 meter, for all works other than connections to complete in all respects. |
| 2 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per direction of Engineer-in-Charge. |
| 3 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. complete in all respects as directed by the E-In-C. |
| 4 | Construction of granular sub-base by providing close graded material grading - I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical clause 401 of MORT&H specifications. complete in all respects as directed by the E-In-C. |
| 5 | Providing, laying, spreading and compactinggraded stone aggregate to wet mix macadamspecification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications. |
| 6 | Providing and laying plain cement concrete 1:4:8 using concrete mixture volumetric type with stone aggregate (1 cement: 4 coarse sand: 8 stone aggregate 40mm gauge) for all types of foundations, footings, below rafts, extension columns, plinth beams/under floor etc. including spreading, laying, ramming and consolidating as per requirements and curing etc. but excluding centering and shuttering, complete in all respects as directed by E-in-C. |
| 7 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-40 grade rubber moulded smooth finish with strong vibratory process and of approved size and design, shape laid in Ordinary Grey Colour and pattern over and including 40mm thick compacted bed of course sand filling the joints with fine sand etc. complete in all respects as directed by E-in-C. |
| 8 | Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications. |
| 9 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. |
| 10 | 160 mm o/d pipe |
| 11 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. |
| 12 | 450mm x 600mm inside with 455mm x610mm cover and frame light duty double seal |
| 13 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finishedwith a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. |
| 14 | Inside size 75x120 cm and 120 cm deep |
| 15 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in oneoperation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar complete and to the requirement of the EIC. |
| 16 | Single Road Gully Chamber Size 610mm x 457mm x 800mm |
| 17 | Providing and Laying Reinforced cement concrete M-20 mechanically mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement, centring and shuttering for all types of RCC works i.e. column, footings, strips, pedestal, tie beams & plinth beams, etc. as per structural drawings/ design including laying, spreading, ramming, watering, consolidating & curing etc. complete in all respects as directed by E-in-C. in foundation and plinth. Please Enable Macros to View BoQ information |
