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| 1 | Earth work in excavation of canals having full supply discharge between 28 cumecs (1000 Cusecs) and 8.5 cumecs (300 cusecs) in ordinary soil (vide classification of soil item-A) including clod breaking laying earth in bank in layers of 225 mm and rough dressing with initial lead of 15 M and lift of 1.5 m as per approved design, specification and direction of E/I. (WRD SOR 7.1.7) |
| 2 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. WRD SOR 7.1.10 |
| 3 | E/W in excavation of cut-off trenches by hydraulic excavator as per design section in soft rock (where blasting is not needed) (vide type of soil item-C) with disposal of spoil beyond 1/2 km from centre of trench but upto 1 km. with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.WRD SOR 5.1.11.2.1 |
| 4 | Excavation in soft rock (where blasting is needed but blasting is prohibited due to non-blasting zone ) with rock breakers including breaking rock loading in Tippers and disposal within all lifts and lead upto1000M . Trimming bottom and side slopes accordance with requirement of line grades and cross sections WRD SOR 7.1.43.8 |
| 5 | Providing coarse clean local sand in filling in foundation trenches including ramming ,watering ,royalty and all other taxes complete job as per specification and direction of E/I. (WRD SOR 7.1.37 ) |
| 6 | PCC (1:3:6) IN foundation ( plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate , 40 mm in size mechanically mixed placed in foundation and compacted by vibration includin curing for 14 days. (R.C.D 12.04) |
| 7 | Plain /Reinforced cement concrete in Open Foundation completed as per drawing and technical specifications (RCC GRADE M20 UPTO 5 M) (RCD12.08 C Case ll) |
| 8 | Plain /Reinforced cement concrete in sub structure completed as per drawing and technical specifications (RCC GRADE M20 UPTO 5 M) R.C.D 13.05 E(P) |
| 9 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 RCD 14.01 A(p) |
| 10 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical Specifications (RCD SOR 14.04) |
| 11 | Supplying, fitting and placing HYSD bars reinforcement in Foundation complete as per drawing and technical specifications (RCD 12.42) |
| 12 | Supplying, fitting and placing HYSD bars reinforcement in substructure complete as per drawing and technical specifications (RCD 13.06) |
| 13 | Supplying ,fitting and placing HYSD bars reinforcement in super structure complete as per drawing and technical specifications (RCD 14.02) |
| 14 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm.thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I. WRD SOR 7.1.31 |
| 15 | Earthwork in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil- A &B) in proper profile excavation by hydraullic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs ,roots or any other ingredients with all lifts including breaking clods to maximum 60 mm size, pacing earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I WRD SOR 7.1.26.1 |
| 16 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinking the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction ofE/I (Mode of measurement sectional measurement of compacted earth).WRD SOR 7.1.39 |
| 17 | Providing two layers Ashphalt sheet (Shalimar tarphelt BH (type II Group -1))as bearing on pier and abutment as per direction of E/I. Sl. No. 79 page 61 of WRD |
| 18 | Providing and fixing in position bitumen filler (bitumen ,cement and sand) in construction joints all complete job as per specification and direction of E/I. WRD SOR 7.8.4 |
| 19 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. WRD SOR 6.7.6 |
| 20 | Providing drainage spout with 230 mm*230 mm m.s. grating, 100 mm dia 1m long G.I. Pipe including cost of all materials and labours as per approved design, drawing technical specification and direction of E/I. RCD 15.17 |
| 21 | Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S. 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I. WRD SOR 7.8.3 |
| 22 | Earth work in lip cutting in side slopes and bed of canals in ordinary soil with initial lead of 30 m and lift of 1.5 m. including the cost of formation of subgrade of canal lining profilling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design specificatioln and direction of E/I. (WRD SOR 7.1.21) |
| 23 | Providing compacted 150mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand including cost of water, ramming, levelling and dressing etc all complete as per specification and direction of E/I WRD SOR 7.2.1B |
| 24 | Supplying and laying gravel filter (size 5mm to 15mm ) in filter blanket and in the toe drain ( in horizontal portion) of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. WRD SOR 5.6.2 |
| 25 | Providing P.C.C M-150 nominal mix of (1:2:4) with approved quality of graded stone chips (20 mm and down )and coarse granular sand of requisite F.M. (2.5 to 3.0) in lug slab cross or longitudinal sleepers for linning of canals including cost of form work and its removal , curing royalty and other taxes etc. all complete job as per specification and direction of E/I .Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15(WRD S.R NO. - 7.3.1.1) (RCD 12.08 A CASE-II) |
| 26 | Providing 100 mm thick P.C.C. lining in M150 with nominal mix of (1:2:4) with well graded stone chips (20 mm and down) and coarsed sand of approved quality required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joints including cost of formwork and its removal, curing, royalty and all other taxes etc. all complete job as per specification and direction of E/I. (WRD SOR 7.2.19.1) |
| 27 | Supplying, fitting and fixing of hessian cloth of approved quality one side laminated with 25 micron LDPE film of approved quality on slpoe of canal below lining all complete job as per specification and direction of E/I. (WRD Page-61, Sl N0.-81 M-268) |
| 28 | Providing 10 mm. thick vertical joints at suitable interval joints filled with sealing compound of approved quality including roaylty and all other taxes etc. all complete job as per specification and direction of E/I.For Canal Side Slope (WRD SOR 7.2.10.1) |
| 29 | Providing 10 mm. thick vertical joints at suitable interval joints filled with sealing compound of approved quality including roaylty and all other taxes etc. all complete job as per specification and direction of E/I.For Canal Bed Slope (WRD SOR 7.2.10.2) |
| 30 | Providing ,Fittinng and fixing in position true to line and level elastomeric bearing comforming to IRC:83 (Part-II) section IX and clouse 2005 of MoRT&H specification complete including all accessories as per drawing and technical specification. RCD SOR 13.16 |
| 31 | Excavation in soil with Dozer with lead upto 1000 metres Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. RCD 3.03 |
| 32 | Dismantalling of existing structure like culverts, bridges,retaing walls and other structure comprising of ,masonary , cement concrete, wood work, including T&P and scarifying wherever necessary, sortuing and dismantaled matrial, disposal of unserviceable materials and stacking of serviceable materials with all lift and lead of 1000 M. Cement concrete Grade M-15 & M-20 ( RCD SOR 2.04 B) |
| 33 | Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. (RCD 3.20 Case-1) |
| 34 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Rate per cum for grading-I Material [RCD 4.01 B (i)] |
| 35 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By Manual Means,(i)Grading-ll,a)Using Screening Crushable type such as Moorum or Gravel. [RCD 4.11 A(i)a] |
| 36 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By Manual Means,(i)Grading-lll,a)Using Screening Crushable type such as Moorum or Gravel. [RCD 4.11A(ii)a] |
| 37 | Supplying & laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc, but excluding the cost of carriage all complete as per specification and direction of E/I. (WRD SOR 5.6.4) |
| 38 | Supplying and laying good quality of moorum as per specification and direction of E/I. M-003 |
| 39 | Earthwork in excavation of foundation trenches in ordinaruy soil (vide classification of soil item -A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc, all complete as per specification and direction of E/I. WRD 7.1.27 |
| 40 | Providing shuttering including strutting, proping etc and its removal after use in foundation as per specification and direction of E/I. WRD 7.3.18 |
| 41 | Earthwork in bed clearance or desilting of canal carrying F.S. Discharge between 8.5cumecs (300 cusecs) and 0.14cumecs (5cusecs) and renovation of pynes etc disposal of excavted earth etc in ordinary soil including rough dressing with initial lead of 10m and lift 1.5m as per specification and direction of E/I WRD SOR 7.1.20 |
| 42 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees upto girth 300mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used of auctioned, upto lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thicknessBy Manual Means (1.5m on both sides of canal) RCD SOR 2.03 (i) A |
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