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| 1 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 ( Including labour Cess Excluding G.S.T) |
| 2 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Carted Earth) ( Including labour Cess Excluding G.S.T) |
| 3 | 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. ( Including labour Cess Excluding G.S.T) |
| 4 | Providing, Laying and spreading Material on a prepared sub grade, adding OPC cement@2% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired uncofined compressiv strength and to form a layer of sub base, ( Including labour Cess Excluding G.S.T) |
| 5 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density ( Including labour Cess Excluding G.S.T) |
| 6 | Providing, Laying and spreading Material on a prepared sub base(WMM), OPC cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired uncofined compressive strength and to form a layer of base. ( Including labour Cess Excluding G.S.T) |
| 7 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . ( Including labour Cess Excluding G.S.T) |
| 8 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to 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 three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . ( Including labour Cess Excluding G.S.T) |
| 9 | Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . ( Including labour Cess Excluding G.S.T) |
| 10 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade).................approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. ( Including labour Cess Excluding G.S.T) |
| 11 | Construction of embankment /Patri with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 ( Including labour Cess Excluding G.S.T) |
| 12 | Laying reinforced cement concrement pipe 350 mm Diafor culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets ( Including labour Cess Excluding G.S.T) |
| 13 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ( Including labour Cess Excluding G.S.T) ( KC Drain = 55.00Cum, Chute drain =14.00 Cum , U Type drain 193.00Cum , Hume Pipe=50.00Cum ) |
| 14 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. ( Including labour Cess Excluding G.S.T) KC Drain = 12.00 Cum, Chute drain =4.00 Cum , U Type drain 56.00 Cum, Hume Pipe =7.60 Cum |
| 15 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 ( Including labour Cess Excluding G.S.T) ( KC Drain = 12.00 Cum, Chute drain =6.00 Cum , U Type drain 86.00 Cum , Hume Pipe=36.00 Cum ) |
| 16 | Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5. ( Including labour Cess Excluding G.S.T) (KC Drain = 3.00 Cum, Chute drain =1.00 Cum, U Type drain 42.00 Cum ) |
| 17 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204 ( Including labour Cess Excluding G.S.T) ( KC Drain = 100.00 Cum, Chute drain =26.00 Cum , U Type drain 350.00 Cum ) |
| 18 | Laying reinforced cement concrement pipe of 1000 mm Dia for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets ( Including labour Cess Excluding G.S.T) |
| 19 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 ( Including labour Cess Excluding G.S.T) (U Type Drain 19.50Qtl) |
| 20 | Construction of 1x3x6 m Span RCC Culvert Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ( Including labour Cess Excluding G.S.T) |
| 21 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. ( Including labour Cess Excluding G.S.T) |
| 22 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses. ( Including labour Cess Excluding G.S.T) |
| 23 | Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200) ( Including labour Cess Excluding G.S.T) |
| 24 | R.C.C. work cement approved coarse sand, and 2 Cm. (3/4\\") gauge approved stone ballast in the proportion M-25 in lintels of doors and windows, excluding supply of reinforeement and its bending but ........ required for proper completion of the work binding wire to be supplied by the contractor free of cost for:- ( Including labour Cess Excluding G.S.T) |
| 25 | Mild steel or iron in plain work such as in reinforced concrete / brick work (when not included in overall rates) wrought to required shape as necessary I/C bending for proper completion of the work and including supply of steel, it's wastage and hooks and authorized over lapping shall be measured. ( Including labour Cess Excluding G.S.T) |
| 26 | Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses ( Including labour Cess Excluding G.S.T) |
| 27 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification ( Including labour Cess Excluding G.S.T) |
| 28 | Construction of 3/44/00 m Span Minor Bridge (RCC Box) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 ( Including labour Cess Excluding G.S.T) |
| 29 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. ( Including labour Cess Excluding G.S.T) |
| 30 | Plain /Reinforced Cement Concrete in Open Foundation Complete as per Drawing and Technical Specifications. ( Including labour Cess Excluding G.S.T) |
| 31 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 ( Including labour Cess Excluding G.S.T) |
| 32 | Providing Weep holes in Brick masonary/Plain/ Reinforced Concrete abutement, wing wall/return wall with 100mm dia AC pipe, extending through the full width of Structure with slope of 1V:20H towards drawing force. Complete as per drawing And Technical Specification. ( Including labour Cess Excluding G.S.T) |
| 33 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification ( Including labour Cess Excluding G.S.T) |
| 34 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg eeach complete as per drawing and Technical specification. ( Including labour Cess Excluding G.S.T) |
| 35 | Providing and Laying Brick Solling ON Prepared Surface Including Cost Of all Material LabourT&P …..etc. ( Including labour Cess Excluding G.S.T) Please Enable Macros to View BoQ information |
