|
| 1 | Dismantling concreteCement concrete plain1:2:4 mix |
| 2 | Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement,including removal of rubbish etc., disposal ofunserviceable material to the dumping ground,for which payment shall be made separatelyand stacking of serviceable material within 50metre lead as per direction ofEngineer-in-Charge. |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement,including removal of rubbish etc., disposal ofunserviceable material to the dumping ground,for which payment shall be made separatelyand stacking of serviceable material within 50metre lead as per direction ofEngineer-in-Charge |
| 4 | Dismantling of Flexible Pavements (By Mechanical Means)-Dismantling of flexiblepavements thickness above 50mm bymechanical means and disposal of dismantledmaterials up to a lead of 1000 meters,stacking serviceable and unserviceablematerials separately as per technical clause202 of MORT&H specifications |
| 5 | Excavation in trenches with straight or opencutting in streets, lanes or in open areas forintramural sullage drains, intramuralintercepting drains and outfall drains stormwater channels and other work contingent orincident thereto, by mecanical means (JCB orHydraulic excavator) including manuallydressing of bed, trimming of sides and sidesslopes to full dimensions and depth as shownon the drawings or as shall be required byEngineer-in-charge including dressing tocorrect sections and dimensions according totemplates and levels, dewatering of rain water,diversion of traffic, providing and fixing andmaintenance of caution boards, fencing, nightsignals, watching etc. subsequent refilling ,watering and dressing upto ground level forlead upto 15 m and for all lifts includingdisposing surplus soils up to 15 metrecomplete in all respectsDepth upto 2.00 mAll kinds of soil except rocky |
| 6 | Constructing brick masonry manhole incement mortar 1:5 ( 1 cement : 5 coarsesand ) R.C.C. top slab 20cm thick using M-20mix by using mixer and vibrator, TMT Fe500@ 80.00 kg/per cum, foundation concrete1:4:8 mix (1 cement: 4 coarse sand : 8graded stone aggregate 40mm nominal size)inside plastering 12mm thick with cementmortar 1:3 (1 cement: 3 coarse sand) finishedwith floating coat of neat cement and making40mm thick benching in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20mm nominal size) finishedwith a floating coat of neat cement, Orangecoloured PVC steps including RCC cover withframe complete as per standard designcomplete 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 additionaldepth of manhole chamber in item 29.55 upto1.80 m increase in depthInside size 75x120 cm |
| 9 | Inside size 90x150 cm |
| 10 | Making connection of drain or sewer line withexisting manhole including breaking into andmaking good the walls, floors with cementconcrete 1:2:4 mix (1 cement: 2 coarsesand : 4 graded stone aggregate 20 mmnominal size) cement plastered on both sideswith cement mortar 1:2 (1 cement : 2 coarsesand) finished with a floating coat of neatcement and making necessary channels forthe drain etc. completeFor pipes 100 to 250 mm Diametre |
| 11 | Raising RCC slab of all thickness on Man holechamber to desired height and placing back inposition after raising the Manhole (Raisingdepth of Brick Work and Plaster will be paidextra as per CSR Item)Inside size 75x120 cm |
| 12 | Providing, laying in trenches to correctgradient and alignment and jointing of UPVCpipes having ISI specification IS:15328-2003class-SN-8 marked make Supreme, Finolex,Kissan, Jain, Prince or equivalent good onthem and laying the same in trenches tocorrect alignment and gradients, cutting andjointing, testing for water tightness and making good the leakages and defectsincluding cost of specials (Specials and Solventshould be of same make as that of pipes)complete in all respects200mm o/d pipe |
| 13 | Constructing brick masonry road gullychambers as per standard drawings (as persizes given below) including dressing of bedsand sides of chambers to exact profiles, 15cmthick C.C 1:6:12 in foundation, first classbrick work laid in cement sand mortar 1:5,40mm thick cement concrete 1:2:4 toppinginside the chamber with a floating coat of1.5mm thick neat cement laid in one operationto the topping, the entire inner surface of thechamber rendered with neat cement not lessthan 12.50mm in thickness of 1:2 cementsand plaster and finished with a floating coatof neat cement 1mm thick left absolutelysmooth polished and correct to templateincluding cost of precasted RCC road gullygrating and frame including paint with coal tar(as specified in item No. 29.49) complete andto the requirement of the Engineer-In-Charge.Single Road Gully chamberSize 610mm x 457mm x 800mm Please Enable Macros to View BoQ information |
