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| 1 | Code No.2.8.1:Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil |
| 2 | Code No.4.1.3:Providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 3 | Code No.4.1.5:Providing and laying in position cement concrete specified grade excluding the cost of centering and shuttering - All work upto plinth level - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 4 | Code No.4.1.10:Providing and laying in position cement concrete specified grade excluding the cost of centering and shuttering - All work upto plinth level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) |
| 5 | Code No.4.3.1:Centering and shuttering including struttings, propping etc. and removal of form work for foundations, footings, bases for columns. |
| 6 | Code No.5.12: Providing , hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands,copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size |
| 7 | Code No.5.22.7:Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more |
| 8 | Code No.10.25.2:Steel work welded in built up sections framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 9 | Code No.11.3.1: Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with 20mm nominal size stone aggregate |
| 10 | Code No.13.16.1: 6mm cement plaster of mix cement mortar 1:3 ( 1 cement : 3 fine sand) |
| 11 | Code No.14.1.1: Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq.metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead - with cement mortar 1:4 (1 cement : 4fine sand) |
| 12 | Code No.13.39.2: Colour washing such as green, blue or buff to give an even shade - New work (two ormore coats) with a base coat of whiting |
| 13 | Code No.34.1.1:Providing two legged scaffolding using 15 cm diameter blue - gum posts or casurinaposts or best quality bamboo - posts of 4mover all length (3.0m height + 0.5 m projection + 0.5 into the ground) the distance between the two rows being 1.25 mand the spacing of posts with 0.5 m overlapon either side and braces to step up and providing a platform with country wood planks of 40mm thick and 1m width etc in a complete form using coir and nails 1 m run (Rate of scaffolding for a height of 3 m and lenghth of 1 m) |
| 14 | Code No.34.1.2:Exta for Providing two legged scaffolding for every additional height of 2.5 m (Rate for scaffolding for a height of 3 m and length of 1m) |
| 15 | Code No.4.91B: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specificationncluding spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision) |
| 16 | Code No.4.92C: Providing and laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickenss, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite crushable type such as moorum or gravel for screening andgravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound mecadam Gr-II with moorum or gravel screening.(As per MORTH specification,4th revision) |
| 17 | Code No.6.1MO:Cleaning the existing W.B.M road surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bituminous treatment. As per clause no 502.4.2and 503.3.1 of MOST specification. |
| 18 | Code No.6.5F.1MO:Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the butumen with sprayset fitted on bituman boiler - on granular base such as WBM and WMM not bitument primed. Rate of application @ 10kg/10sqm. |
| 19 | Code No.6.11BMO:Providing and laying open graded premix carpet 20mm thick on prepared surface in a single course as wearing course composed or specified size of stone aggregates premix with a bituminous binder in mini hot mix plant 6 to 10 tonne laying manually and rolling with power roller 8 to 10 tonne but excluding cost of premer/tack coar. As per clause no 509 if MOST specification. |
| 20 | Code No.6.17MO: Providing and applying premixed seal coat type `B\" comprising of thin application offine aggregate premix with bitumen binder in mini hot mix plant, carriage manually of mixed material and laying and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST specification |
