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| 1 | Dismantling of Flexible Pavements (By MechanicalMeans)-Dismantling of flexible pavements thickness above 50mm by mechanical meansand disposal of dismantled materials up to a lead of 1000meters, stacking serviceable and unserviceable materialsseparately as per technical clause 202 of MORT&Hspecifications |
| 2 | Excavation in trenches with straight or open cuttingin streets, lanes or in open areas for intramural sullagedrains, intramural intercepting drains and outfall drainsstorm water channels and other work contingent orincident thereto, by mecanical means (JCB or Hydraulicexcavator) including manually dressing of bed, trimming ofsides and sides slopes to full dimensions and depth asshown on the drawings or as shall be required byEngineer-in-charge including dressing to correct sectionsand dimensions according to templates and levels,dewatering of rain water, diversion of traffic, providingand fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , wateringand dressing upto ground level for lead upto 15 m andfor all lifts including disposing surplus soils up to 15 metre complete in all respects Depth upto 2.00 m For Ordinary soil having gravel up to 40% |
| 3 | Providing, laying in trenches to correct gradientand alignment and jointing of UPVC pipes having ISIspecification IS:15328-2003 class-SN-8 marked makeSupreme, Finolex, Kissan, ain, Prince or equivalent goodon them and laying the same in trenches to correctalignment and gradients, cutting and jointing, testingfor water tightness and making good the leakages anddefects including cost of specials (Specials and Solventshould be of same make as that of pipes) complete in allrespects. 200mm o/d pipe |
| 4 | 250mm o/d pipe |
| 5 | 315mm o/d pipe |
| 6 | Constructing brick masonry manhole in cementmortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab20cm thick using M-20 mix by using mixer and vibrator,TMT Fe500 @ 80.00 kg/per cum, foundation concrete1:4:8 mix (1 cement: 4 coarse sand : 8 graded stoneaggregate 40mm nominal size) inside plastering 12mmthick with cement mortar 1:3 (1 cement: 3 coarse sand)finished with floating coat of neat cement and making40mm thick benching in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate20mm nominal size) finished with a floating coat of neatcement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects Inside size 75x120 cm and 120 cm deep |
| 7 | Inside size 90x150 cm and 120 cm deep |
| 8 | Extra payable for every 0.30 m additional depth ofmanhole chamber in item 29.55 upto 1.80 m increasein depth. Inside size 75x120 cm |
| 9 | Inside size 90x150 cm |
| 10 | Constructing brick masonry road gully chambersas per standard drawings (as per sizes given below)including dressing of beds and sides of chambers to exactprofiles, 15cm thick C.C 1:6:12 in foundation, firstclass brick work laid in cement sand mortar 1:5, 40mm thickcement concrete 1:2:4topping inside the chamberwith a floating coat of 1.5mm thick neat cement laid in oneoperation to the topping, the entire inner surface of thechamber rendered with neat cement not less than12.50mm in thickness of 1:2 cement sand plaster andfinished with a floating coat of neat cement 1mm thick leftabsolutely smooth polished and correct to templateincluding cost of precasted RCC road gully grating andframe including paint with coal tar (as specified in item No. 29.49) complete and to therequirement of the Engineer-In-Charge. Single Road Gullychamber Size 610mm x 457mm x 800mm |
| 11 | Double Road GullyChamber Size 1448mm x 457mm x 800mm |
| 12 | Provding and fixing timbering on face of trenchesif required for sewers andmanholes for item 29.4 and29.5 irrespective of the depth,measuring each timberedsurfaces of trench on whichtimbering is done. Type-I Simple form oftimbering For trench heavy width up to 1 mtr |
| 13 | For trench having width above 1m and upto 2m Please Enable Macros to View BoQ information |
