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| 1 | PART -ADRAIN WORK |
| 2 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50m and lead upto 30M and lead upto 30m and including filling watering and ramming or excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer - in-charge upto a distance of 30M from the foundation trenches. |
| 3 | Concrete with 4cm. Gauge brick, ballast, fine sand of 1.25F.M. and cement, in proportion of 1:4:8 in under floor, including supply of all material, labour, tools & plants etc. required for proper completion of the work. |
| 4 | M-150 Brick work in 1:4 ( 1cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. |
| 5 | 12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work. |
| 6 | Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 7 | R.C.C work with cement , approved coarse sand & 2cm gauge approved slone grit in proportions of 1:1.5:3 in slab excluding supply of reinforcement andits bending , but including its fixing and binding the same with 24 B.W. G.G.I binding wire and shuttering tetc and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire . the rate excludes maing of drip course which shall be paid extra. |
| 8 | M.S(tor steel or plain ) in work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authories overlaping shall be measured and including cost of binding wire. |
| 9 | PART - B ROAD WORK |
| 10 | Earthwork in cuting of in embankment in ordinary solexcavation to be done from regular pits not exce den and work embankment to be in 20 cm layng and dressing the surface to required pred levels and earth from outting to be used in making esiopes and also including 1.5M is and lead up to 8 km The Mentor to be deposited as spoil banks within 30M distance as directed by ne Engineer in-charge, excluding the cost of royalty of earth |
| 11 | Desilting/cleaning of following dia chocked sewer line by super sucker machine & removing out debries/mud & silt rubbish from chocked line of heavily charged sewor line & safe disposal of silt with in municipal limit incl opening & cleaning the line from mud & silt complete with supply of all materials, man power, labour T&P etc. from site of work incl removal of all hindrences obstructions, unforseen lems complete with all respect.250 mm dia NP-2 RCC hume pipe |
| 12 | 150 mm diaNP-2 RCC hume pipe |
| 13 | Construction of brick masonry chamber of 560 mm internal dia with F.P.S. bricks i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A.(A.R.)A. 900mm deep |
| 14 | Construction of brick masonry chamber of different internal size i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.)(A) 600x600x900 mm |
| 15 | Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -560 mm internal dia |
| 16 | Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -600x600 mm |
| 17 | Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete. (A) 110 mm dia OD 6 kg /sqcm Pressure |
| 18 | Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete. (A) 25 mm dia |
| 19 | Making connection of drain or sewer line with existing M.H. s/c breaking into & making good the walls floors with cement concrete 1;2:4 mix, cement plaster on both sides with cement mortar 1:3 cement & coarse sand finished with a floating coat of neat cement & makingnecessary channeles for the drain etc. complete for 250+ 300mm dia pipe (A) 110x25 mm |
| 20 | Construction of granular sub-base by providing coarse graded material spreading in uniform layer with motor grader oprepared surface mocing by mox in place method with rotavator al OMO, and compacting with vibratory roller to achieve the desired donsity, complete as as per clause 401,MORTAH-401 |
| 21 | Providing & laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H-406. |
| 22 | Brick edging on both side of the road of M- 150 brick 7cm wide & 11 cm deep laid with mud mortar i/c labour & supply of bricks finished to the required template and in proper alignment and also stacking dressing & ramming the excavated earth as directedbyE/I |
| 23 | Providing and applying primer coat with80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm. using mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.) |
| 24 | Providing and applying tack coat with 80/100 bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg. per sqm. on the prepared bituminous/ granular surface cleaned with mechanical broom, including supply of all materials, labour T&P etc. required for proper completion of the work as per Clause - 503 of MORT & H specifications and as per direction of the Engineer-in-charge.(A.R.) |
| 25 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 80/100(VG10) required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. |
| 26 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levelgrade and cross fall using Type B seal coats as per clause 513 of MOSRT&H specification and as perdierction of the E/I (A.R.) |
