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| 1 | Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto lead of 1000 m etc. as per technical specification cl 201 (i) By Manual means ( B ) In area of non thorny jungle |
| 2 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks,branches and removal of stumps & roots refilling compaction of back filling and stacking of serviceable material by roots, refilling,compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. iii Girth above 900 mm to 1800 mm |
| 3 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 4 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift sand leads, transporting to site,spreading, grading to required slope and compacted to meet requirement of Table300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land |
| 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material |
| 8 | Providing, laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (PugMill) ,carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion,etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. |
| 9 | Providing and laying interlocking concrete block pavement with M40 grade of concrete block shaving thickness 80 mm as per technical specification clause 1504 complete including carriage.B)Excluding Edge block/ Edge restraints |
| 10 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15cm c/c. |
| 11 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 i) 600mm circular |
| 12 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 i) 600mm Equilateral triangle |
| 13 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 i) 800mm x 600mm rectangular |
| 14 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos. 75mmx75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mmx 450mmx 600mm,600 mm below ground level. The top most diamond plate will be welded to middleplate by 47mmx47mm of 12 SWG steel plate tube. AllM.S. will bestove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sectionsof framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 15 | Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground,stacking the sods |
| 16 | Tree PlantationPlanting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. |
| 17 | Double Shutter Sluice GateDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead 1 of 1000 m as per Technical Specification Clause 202. II. By Mechanical Means a) Cement Concrete |
| 18 | Construction of whole bamboo single palisading with matured Jati bamboo stacks 7.5 cm to 100 mm dia., 15 cm clear apart 1.20 m to 1.80 m above ground and 1.00 m to 1.20 m below ground with Jati bamboo inclined struts fixed 1.2 m to 1.5 m apart tied with three rows of horizontal half Jati bamboo kamies with cane/wire of 16 G to 18 G etc. complete as directed. (Using Bhaluka Bamboo at the rate of 8.67 nos./Rm & Jati Bamboo at the rate of 2.40 nos./Rm |
| 19 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 20 | Earth work in filling by mechanical means by deploying hydraulic excavator and trippers etc. including ramming with locally available ordinary soil excluding rocky soil with all lead and lift, transporting to site, spreading, dressing as per design section including ploughing or roughening or benching the seats, removing all debris, breaking clods up to 2.5 cm cube, etc. complete as directed. (12.5% deduction will be made from the section measured quantities of the completed and compacted earth work on account of shrinkage).For initial lead up to 1 Km and for all lifts |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)a) In prop 1 cement: 3 sand :6 coarse aggregate by volume |
| 22 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 23 | 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 of grade Fe-500D or more |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations , footings, bases of columns, etc. for mass concrete |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 26 | Collection and supply of broken stone metal of size 20 mm to 38 mm from hard blasted rock from Bihubor quarry free from dust, dirt and other foreign materials screening properly, stacking in suitable stacks 9 at work site, payment of forest royalty monopoly,etc. complete as directed. |
| 27 | Collection of river boulder of size 23 cm to 30 cm in average and minimum weight 30 Kg havingi. Specific gravity not less than 2.65,ii. Aggregate Chrushing <30% (Wearing) & < 45%(Non-wearing)iii. Impact Value (%) max < 30% (Wearing) & < 45%(Non-wearing) andiv. Abrasion Value (%) < 30% (Wearing) & < 50%(Non-wearing) (Materials conforming to tS 2386 part III & IV 1963) free from dust, dirt and other foreign materials including necessary carriage and stacking in regular measurable stacks at site, monopoly, etc. complete as directed. (10% under sized (not less than 10 cm) boulder is allowable for packing/filling the gaps occurred during execution of works) Complete as directed. (15% deduction will be made from the stack measured quantities on account of void). |
| 28 | Labour charge for laying and pitching boulder of 23 cm to 30 cm size (man size) including dressing the seat, ramming to proper size & slope, property hand packed including site carriage of boulder from stacks within a distance of 150m etc. complete as directed.Without boat |
| 29 | Labour charge for making filter bed of required thickness with stone metal of size 13mm to 38mm over the trimmed surface of river bank/embankment., slope, including site carriage of metal within a 12 distance of 150m etc. complete as directed. |
| 30 | Labour for driving precast R.C.C. sheet pile of required length with jetting method, jetting being done with the help of G.I. pipe fitted to the delivery pipe of 5 H.P. pump, erection at the pile in proper position, piles with the help of mannual labour keeping the pile head to the proper level including supplying, mobilising all machineries etc. complete as directed. |
| 31 | Providing C. C. Column (Prop 1:2:4 or M15) at the junction of two R.C.C. sheet piles with mild steel pipe of 10 cm internal diameter one end of which is open and the other end being fitted with a one way valve including driving the steel pipe by jetting water in the proper position (jetting done with the help of G.I. pipe 40mm, position of the steel pipe with the inside the M. S. pipe & lifting the pipe slowly thereby leaving the concrete in the form of a column of required depth including supplying and mobilizing all machineries etc. complete as directed. Size of Column=10 CM dia. |
| 32 | Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart, driven at least 0.75 m below ground and height above plinth of 2.5 m.Split Jatti bamboo/tarza wall 10 cm thick touch roofing over bamboo rua frame, placing at 0.15 m clear apart, fitted with bamboo kamies from binding doors and windows with Bamboo Chattai, strengthening with Bamboo frame binding with wire, roofing with TATA Shaktee roofing sheets etc., complete as directed.(Using Bhaluka Bamboo at the rate of 6.00 nos./Rm & Jati Bamboo at the rate of 61.00 nos./Rm) |
| 33 | Supply of Ordinary / unskilled labour for miscelleneous works |
| 34 | Supplying, fitting and fixing in position counter weight type steel gate and other accessories as per design and drawing (Fabrication of Shutter,Fabrication of operating and lifting system for the the single opening sluice , Fabrication and installing of Guide channel,Top and Bottom Channel for sluice, Commissioning of work) Please Enable Macros to View BoQ information |
