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| 1 | Clearing shrub jungle and grubbing canal bed and slope including uprooting rank vegetation, grass, bushes shrubs sapling and trees girth up to 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking service materials up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness with supply of all equipments, T&P, labour required for the work complete as directed by the E. I. C. |
| 2 | Dismantlling of stone or a barick massonry in lime or Cement mortars up 3.00m heigt and stacking the usefull materials for re use etc complete as per direction of the Engineer-in-charge. |
| 3 | Dismantlling and removing Cement concrete including stacking the usefull materials for reuse etc complete as per direction of the Engineer-in-charge. |
| 4 | Excavation in all kinds of soil including moorum,stoney earth gravel etc. excepting all kinds of rock & boulders exceeding 0.014cum in volume for dam base stripping, cutoff trenches, outfall drains and stripping in borrow area including rough dressing and dumping the excavated materials away from work site manually witin 50m initial lead and 1.5m initial lift as per the direction of Engineer-in-charge including stacking the useful materials as directed. |
| 5 | Earthwork in excavation of foundation in hard soil or gravelly soil within initial lead of 50m and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge. |
| 6 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineerin-in-charge within an initial lead of 1km from the place of excavation complete. |
| 7 | Preparation of bed of foundation by wedging and barring in hard rock including removal of loose rock complete and disposal of muck by mechanical means within initial lead & lift as directed by Engineer-in-charge. |
| 8 | Excavation in approved type of soil free from all roots waste materials kankars in approved borrow area by manual labour or by mechanical means or by both loading in to and transportation by mechanical means and unloading the earth with all leads and lifts on properly prepared and scientifically approved surface including spreading and removing un-desirable materials and leveling the earth in 22.5 cm. layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding cost of watering and compaction in dam and dyke for all height measured above the un-stripped average ground level including construction and maintenance of coffer dam as and where required and construction maintenance, watering and lighting of haul road and borrow area including jungle clearance and stripping of borrow area including trimming the extra partially compacted earth beyond the design section etc. complete as per the direction of the Engineer in charge. |
| 9 | Ramming and rolling earth work with light H.R.R. in embankments in layers not exceeding 0.30 m in depth as directed by the Engineer-in- charge |
| 10 | Fine dressing and turfing with one extra lead and 5 extra lift to the slopes of the dam and embankment with best compacted dub grass sods including periodical watering till the survival of turf with all leads and lifts complete as directed by the Engineer-in-charge. (The measurement will be taken after survival of sods) |
| 11 | Filling in foundation with sand including watering and compaction with all cost, conveyance of all materials labour required for the work etc. complete in all respect as directed by the Engineer-in-charge. |
| 12 | CC M15 grade with crushed granite coarse aggregate of 20 mm down graded mixed in concrete mixture including cost of all materials ,machineries and laborer with all lead for materials up to the mixing yard and transportation of mixed concrete within initial lead of 50m and laying in dams, barrages, power house and pen stock with all lift/delft up to 1.50m height above average ground level etc. complete in all respect to proper slope & level with all cost, conveyance, royalty & other taxes of all materials complete in all respect as directed by the Engineer-in-charge. |
| 13 | RCC work of M-20 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying with cost, conveyance, royalty & other taxes of all materials complete in all respect as directed by the Engineer-in-charge. |
| 14 | Removing old revetments and approns and repacking with old stones to proper slope and level etc complete in all respect as directed by the Engineer-in-charge (Minimum 1/6 volume will be deducted towards voids) |
| 15 | Collecting ,supplying and spreading of Sand surface of Earth Dam to proper slope and level with all cost, conveyance, royalty & other taxes etc. of all materials complete in all respect as directed by the Engineer in charge. |
| 16 | Supplying and spreading 40mm to 20mm size metal in filter in rock toe rip-rap and filterdrain in earth dam or dyke to proper slope and level with all cost, conveyance, royalty & other taxes etc. of all materials complete in all respect as directed by the Engineer in charge. |
| 17 | Rigid smooth centering and shuttering for R.C.C. foundation,plinth band and footing bases of columns mass concrete pre-cast slabs etc including false works and dismantling them after casting including cost of materials complete in ground floor, with all cost, conveyance & other taxes of all materials complete in all respect as directed by the Engineer-in-charge. |
| 18 | Rigid & smooth centering & shuttering at all height of bridge work steining well cap pier & abutment shaft pier & abutment cap wing wall using reqd. nos. of vertical & horizointal support of scaffolding cost conveyance royality&all other taxes of all materials & cost of scafolding gang way etc including cost of conveyance of dismanteling & disposing debris clear of work site etc complete in all respect as directed by the Engineer-in-charge. |
| 19 | Rough stone dry packing in approns and revetment with hard stone of size 0.30m and above including filling the intertices with small stone with cost, conveyance, royalty & other taxes of all materials complete in all respect as directed by the Engineer-in-charge. |
| 20 | Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification with cost, conveyance, royalty & other taxes of all materials complete in all respect as directed by the Engineer-in-charge. |
| 21 | Fixing 25 mm. dia anchor bars in foundation rock including drilling 35 mm. dia holes, fixing wedged anchor and grouting with cement mortar 1:4 complete as per the direction of Engineer-in-charge excluding cost of M.S. rods for dams, barrages and power house structures including pull testing of 30% of anchors. (Depth of hole only to be measured for payment purpose) with cost, conveyance, royalty & other taxes of all materials complete in all respect as directed by the Engineer-in-charge. |
| 22 | Providing and Fixing Iron Window Shutter with Angle iron frames and Grills including fixing of Hold Fasts, Aldrops, Hinges etc. all complete including fxing with C.C.(1:2:4) as per the direction of Engineer in Charge. |
| 23 | Providing fitting and fixing 12mm thick salitex board (Bitumenous expansion joint board) in expansion joints etc. complete as per drawing and technical specification etc complete as directed by the Engineer-in-charge. |
| 24 | Filling of foundation with the excavated earth with all leads and lifts, delfts including watering and ramming in layers complete in all respect etc. completed as directed by the Engineer in charge. |
| 25 | Providing Weep holes in abutments and wing wall with 100mm dia PVC or G I Pipes the full with of the structures with cost, conveyance, royalty & other taxes of all materials complete in all respect as directed by the Engineer-in-charge. |
| 26 | Collecting, stacking and conveying from stacks spreading moorum and consolidation with H.R.R. including water as directed by Engineer-in-charge. |
| 27 | Grouting approns and revetment 23 cm deep with cement concrete (1:4:8) with 2.50 cm broken granite metal per 1 Sqm. |
| 28 | Providing granular sub-base approved quality of gravel and sand with add mixing sand and moorum in approved proportion using admixture including laying & spreading in uniform layer not exceeding 22.5cm depth watering and compaction with P.R.R. for finished item of work as per specification of road work of Odisha standard specification including cost, conveyance, royalty and all taxes of all materials etc. complete as per direction of the Engineer -in charge. |
| 29 | Providing Grade-II metal of size (45mm to 63mm) laying & spreading the same and compacting the stone aggregate to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stage to proper grade and camber, applying and brooming moorum as binding materials to fill the interstices of course aggregate, watering and compacting to required density as per clause 404 of MoRT&H specification for road and bridge works (4th Revision) including cost, carriage, royalty, taxes of all materials such as metal, moorum and water with all labour, T&P including hire and running charges of PRR required etc. complete and as per direction of the department. (AR-2006,P-162, item No.41(II)(A). |
| 30 | Providing Grade-III metal of size (53mm to22.4mm) laying & spreading the same and compacting the stone aggregate to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stage to proper grade and camber, applying and brooming moorum as binding materials to fill the interstices of course aggregate, watering and compacting to required density as per clause 404 of MoRT&H specification for road and bridge works (4th Revision) including cost, carriage, royalty, taxes of all materials such as metal, moorum and water with all labour, T&P including hire and running charges of PRR required etc. complete and as per direction of the department. (AR-2006,P-162, item No.41(III)(A). |
| 31 | Providing applying primer coat with bitumen emulsion (SS-I) over prepared surface of granular base including clearing road surface and spraying primer at the rate of 0.6 kg / sqm by mechanical means per clause 502 of MoSRT&H specification for road and bridge works(4 th Revision) |
| 32 | Providing and applying tack coat with Bitumen using emulsion distributor at the rate of 0.20 kg per sqm on the prepared surfaces cleaned with mechanical means etc as per clause 503 of MpSRTH Specification for road and bridge (4 th Revision)as per the direction of the Engineer-in-charge |
| 33 | Providing 20 mm thick primix carpet over prepared surface using a total quantity of 0.23 cum of 12 mm to 6 mm chips with 1.59 kg of bitumen for 0.028 cum of chips and tack coat of 9.07 kg of 80/100 grade bitumen per 10 sqm and compacting with 8T-10T power roller etc complete. |
| 34 | Providing an laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6mm size chips and down graded as per sieve aalysis and 6.8Kg. of bitumen per 10 sqm and rolling with PRR including hire and running charges of PRR, bitumen mixer, tar boiler with cost, conveyance, royality of materials, labour, T&P, etc. complete. |
| 35 | Binding road surface with sand 6mm thick including cost of loading and unloading with cost, conveyance, royalty and all other taxes with all lead, lift and delifts and spreading with all labour and T&P materials required for the item etc complete as directed by the Engineer - in - charge Please Enable Macros to View BoQ information |
