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| 1 | Clearing and Grubbing Road (Clearing and grubbing road land including uprooting rank vegetating, Grass, bushes, shrubs, saplings and tree girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned up to a lead of 1000 metres including removal and disposal of top organick soil not exceeding 150 mm in thickness) (i) by Manual means:- (A) In area of light jungleCorr. Part-A, 2.3 (i),A Common Item of Works |
| 2 | Earth work in filling in canal banks (Canal discharge up to 28 cumecs ) as well as special repair of canal banks in ordinary soil in proper profile obtained from borrow area or any other sources free from logs, roots,or any other ingredients etc. with initial lead of 15 M and initial lift of 1.5 M inclding bearing clods to maximum 50 mm cubes placing the earth in layers not exding 225 mm thick complete as per specification and direction of E/I.(WRD: 7.1.25) |
| 3 | Earthwork in excavation in canal by the hydraulic excavator (Rock Breaker) as per designed section in Soft Rock (Where blasting is prohibited) vide type of soil item C with disposal of spoil beyond 500m but upto 1000m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (7.1.43.9) |
| 4 | Watering and consolidation of earthlaid in 150mm to 225mm layer by manual labour with C.I. hammer to achive minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete job as per specification and direction of E/I. |
| 5 | Earth work in maintenance of canals having discharge less than 28 cumecs (1000 cusecs) in ordinary soil (Vide classification of soil item-A) including clod breaking and rough dressing of soil with initial lead of 10 M andlift of 1.5M as per specification and direction of E/I. (Specificationrevised vide T.E.C. letter No. 63 dated 07.10.94).(WRD: 7.1.17) |
| 6 | Earth workin bed clearance or desilting of canals carring F.S. discharge between 8.5 cumec (300 cusec) and 0.14 cumec (5 cusecs ) and rennovation of pynes etc disposal of excavated earth etc. in ordinary soil including rough drassing with lead of 10 M and lift of 1.5 M as perspecification and direction of E/I.(specification revised vide T.E.C latter no.63 dated(07.10.94).... |
| 7 | Dismantling Plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15m. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 8 | Earthwork in excavation of foundation trenches in ordinary soil(vide classification of soil item - A ) and disposal of excavatedearth so obtained to a distance upto 50M and average lift of 1.5Mincluding levelling, ramming the foundation trenches removing theroots or shrubs etc. all complete as per specification and directionof E/I. (WRD: 7.1.27) |
| 9 | Providing compacted 75mm thick sand filter of required F.m. as per design on side slopes and in bed of canal with coarce sand, including the cost of watering, ramming, levelling and dressing etc. all complete as per specification and direction of E/I. |
| 10 | Supplying and laying hession cloth (0.3 Kg/M2 cot) as per specification & direction of E/I. |
| 11 | supplyinglaying and fixing seperation membrane of impermeable plastic Sheeting 125 micron thick. (JH-SOR-WRD-M-072, P-35) |
| 12 | Providing 100mm thick P.C.C. lininginM- 150 withnominalmixof (1:2:4) with well gradedstone chips (20mm and down) and coarse sand of approved quality ofrequired F.M.(2.5 to 3.0)insideandbottomcurvedportion of the canal in panelwithconstructionjoinedincludingcostofformwork and itsremoval,curing,royltyand allothertaxes,completejobasper specification and direction of E/I. (WRD: 7.2.19.1) |
| 13 | 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) : 4 graded stone aggregate 20 mm nominal size) (BCD SOR: 5.3.1.2) |
| 14 | Providing and laying in cement concrete in retaining walls, return walls, walls (any thickness) including attached plaster, colums, piers, abutments, pillars, posts, struts, butteresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five leevl, exluding the cost of centering, shuttering and finishing :1:1.5:3 (1 Cement 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nomainal size). (BCD SOR: 5.3.2.1) |
| 15 | Providing shuttering including strutting, proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. (WRD 7.3.19) |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level :--1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size) (BCD SOR: 5.3.1.5) |
| 17 | Providing and laying P.C.C or R.C.C M-200 with nominal mix of (1:1.5:3) in Deck slab of various components of canal or embankment structure with approved quality of 20 mm graded coarse aggregate to required grade (as per design) and approved quality of sand of requisite F. M. ( 2.5 to 3.0) washed and screened including nessesary tools and plants vibrating, curring, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. (BCD 5.3.11) |
| 18 | Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. WRD part-B, 7.3.18 |
| 19 | Providing centering, including strutting proping etc. and its removal after use in various components of canal structure or Deck slab structure as per specification and direction of E/I. (WRD 7.3.20) |
| 20 | Providing M.S Rod reinforcement (Tor Steel) as per approved design, drawing, removal of rust, cutting, bending, including supplying annealed wire, placing M.S, Rod in position allcomplete job as per specification and direction of E/I. 8 mm dia TMT Fe 500 (BCD 5.5.4) |
| 21 | Providing M.S Rod reinforcement (Tor Steel) as per approved design, drawing, removal of rust, cutting, bending, including supplying annealed wire, placing M.S, Rod in position allcomplete job as per specification and direction of E/I. 10 mm dia TMT Fe 500 (only valid for Tata (Tiscon), SAIL, JSPL, Electrosteels ltd., Bokaro and Vizag (RINL)) (BCD 5.5.5(a) ) |
| 22 | Carriage of Materials:-Cement |
| 23 | Carriage of Materials:-Sand |
| 24 | Carriage of Materials:-Stone |
| 25 | Carriage of Materials:-Metal |
| 26 | Carriage of Materials:-Steel |
| 27 | Add GST @18% |
| 28 | Add Labour Cess @1% |
