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| 1 | First Class Brick work in 1:4 cement & Coarse sand 2.20 F.M. mortar in superstructure including necessary cutting & moulding of brick as required thickmess of walls not to be less than 1.1/2 brick, Add extra labour inculding supply of all material, labour and T&P etc. required for proper completion of the work |
| 2 | First class Brick work in 1:4 cement & coarse sand 2.20 F.M. mortar in foundation and plinth inculding supply of all material, labour and T&P etc. required for prope completion of the work |
| 3 | 12mm thick plaster with cement and course sand of 2.20 finesess modules mortar in 1:4 over brick work minimum thickness not to be less than 1cm. Including supply of all materials, labour, tools & plants etc. required for proper completion of the work. |
| 4 | Concrete with 2cm gauge approved stone bellast, coarse sand and cement in the proportion of 4:.2:1 including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge. |
| 5 | M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. |
| 6 | Finishing wall with weather coat by premium acrylic exterior paint applied @ 1.67 ltr/10 sqm (asian or berger brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, tools & plants etc. required for proper completion of the work. |
| 7 | Painting roofs or othe iron work in large areas with one coat priming and two coat of approved (above or equivlent) including supply of all materials, labour Tools & plants etc. required for proper completionof the work. |
| 8 | Cleaning jungle including rank,vegitation grass,push wood trees and samplings of grith upto 30 cms measured at a height of 1 M.above ground level and removal of rubbish up to a distance of 50 M,out side the periphery of area cleared. |
| 9 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 10 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm.layers including remming and dressing the surface to required levels and slopes and also including 1.50 M.lift and 30 m lead .The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 m distance as directed by the Engineer incharge.excluding royalty. Wherever applicable for small work or Abadi area.( Where machine can not reach/move) |
| 11 | Cartage of ballast , Kankar, Coal , grit or sand including loading & unloading but excluding stacking on pakka roads : (Cartage for 3km).The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in- 30m.distance as directed by the Engineer incharge excluding Royality .Wherever applicable for small work or Abadi area (Where machine can not reach/move) |
| 12 | R.C.C. Standards post/ struts/rails/ poles of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in charge (cost of earth works in excavation, concrete works in foundation to be paid separately). |
| 13 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.16.17.1 With G.I. barbed wire |
| 14 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5meter and lead upto 30m. including filling, watering and ramming of excavated earth into the trenches or into 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. (100fts) from the foundation trenches. |
| 15 | Tractor trolley with driver and including P.O.L. etc. |
| 16 | Supply of Labour including T & P. |
| 17 | Providing Sweeper for sweeping Roads including Miscellaneus charges ( uniform ,Jackets,shoes ,gloves,mask,caps etc |
| 18 | Wheeled excavator cum Loader including P.O.L. and driver |
| 19 | Tipper - 10 cum including P.O.L. & Driver. |
| 20 | Providing and laying of hot applied thermoplastic compound 2.5 mm thiick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 The finished Surface to be level uniform and free from streaks and holes. Rates are inclusibe of all taxes, royally etc. all T&P/machine material and labour required for proper completion of work. |
| 21 | White washing Two coat including supply of all materials ,labour,Tools & plants etc.required for proper completion of the work . |
| 22 | Supply of ready mix concrete with 4.5% bitumen content in packing of 25kg R mix to use for filling of pot holes |
| 23 | Cleaning existing premixed surface and laying premix patch repair with 10–12 mm size graded stone grit mixed with bitumen 80/100 @ 50 kg/cum over a tack coat of bitumen 80/100 @ 1.00 kg/sqm including heating the grit and asphalt to the required temperature and mixing either in mixer or in hand drum, rolling with road roller 8–10 tonne as required with all labour, material, T&P etc. complete. |
| 24 | Providing and laying factory made chamfered edge cement concrete paver blocks (80mm thick M-40 grade) in footpath, park & lawns driveway or light & traffic parking etc. of required strength thickness and size/shape, made by table vibratory method using PU mould, laid in required clour and pattern over 50mm thick compacted bad of Fine sand, compacting and prober embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size & direction of Engineer-in-Charge. |
| 25 | Providing and operating dewatering pump 10.HP including all necessary accessories for dewatering of water from excavation / trench / pit, complete with fuel, operator, maintenance, loading, unloading and shifting at site, all leads and lifts, as directed by Engineer-in-Charge.” Please Enable Macros to View BoQ information |
