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| 1 | Jungle clearance in borrow area, building premises, flanks and slopes of the roads, canals and embakement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (7.1.2) WRD |
| 2 | Earth work in filling in canal banks ( canal discharge upto 28 cumec)as well as special repair of canal banks in ordinary soil- do - with initial lead of 15 M, and lift of 1.5 M - do - as per specification and direction of E/I ( Mode of measurement sectional measurement shall be of compacted earth).( 7.1 .25) WRD |
| 3 | Labour for rolling and compacting the earth in layers of 225mm thick at OMC by sleep foot roller driven by tractor to achieve min.95 % of max. dry density including sprinkling 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 of E/I. (Mode of measurement- sectional measurement of compacted earth) WRD (7.1.39) |
| 4 | Earth work in bed clearance or desilting of canals carrying F.S. discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs(5 cusecs) and rennovation of pyines etc disposal of excavated earth etc. and in ordinary soil including rough dressing with initial lead of10M and lift of 1.5M as per specification and direction of E/I. (specification revised vide T.E.C. letter No 63 dated 07.10.94). (7.1.20) WRD |
| 5 | Dismantling of existing structure like culverts bridges retaing wall and other structure comprising of masonry cement concrete etc including T&P and scaffolding wherever necessary, sorting the dismantled material and disposal of uneservisable material and stacking the servisable material with all leads and lifts of 1000 m (lime/cement concrete RCD 2.04 (i) IB ) |
| 6 | Providing compacted 75mm 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. (7.2.1.A)WRD |
| 7 | Separation membrane of impermeable plastic sheeting 125 microne thick ( WRD M -072 ) |
| 8 | Providing 100mm thick P.C.C. lining in M- 150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joined including cost of form work and its removal, curing, roylty and all other taxes, complete job as per specification and direction of E/I. (7.2.19.1) |
| 9 | Dismantling of existing structure like culverts bridges retaing wall and other structure comprising of masonry cement concrete etc including T&P and scaffolding wherever necessary, sorting the dismantled material and disposal of uneservisable material and stacking the servisable material with all leads and lifts of 1000 m (lime/cement concrete RCD 2.04 (i) IB ) |
| 10 | Earthwork In excavation of foundation trenches in ordinary 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 ete. all complete as per specification and direction of E/I. S.O.R Item No 7.1.27 WRD |
| 11 | Extra for earth work in hard soil ( vide classification of soil Item B) all complete as per specification and direction of E/I (7.1.10) |
| 12 | Extra for each subsquet Lift of 1M over Initial Lift = 4 Nos. =4X13.27=Rs. 53.08 ( WRD 7.1.34 ) |
| 13 | Earth work in filling foundation trenches and back filling of structures in layer not exceeding 150 mm thick well watered, rammed and fully compacted and finally 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. (7.1.31) WRD |
| 14 | 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. (7.2.1.B)WRD |
| 15 | PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. 12.04 RCD |
| 16 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 using batching plant and concrete pump (Height upto 5 m) 13.05(A)(p) RCD |
| 17 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 using batching plant, transit mixer and concrete pump ( height upto 5 mtr) S.O.R. Item No. 13.05 B (p) |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in sub - structure complete as per drawing and technical specifications. RCD 13.06 |
| 19 | Providing shutering including struting proping etc and its removal ofter use in foundation as per specification and direction of E/I. (7.3.18) |
| 20 | 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. (common SOR 6.9) |
| 21 | Carriage of materials:- a. Cement |
| 22 | b. Sand |
| 23 | c. Stone Chips |
| 24 | Steel |
| 25 | Stone metal |
| 26 | Add GST @18% |
| 27 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
