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| 1 | Clearing and grubbing road land including uprooting rank vegetation grass bushes shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil exceeding 150 mm in thickness. (RCD 2.03(i) (A). |
| 2 | Construction of embankment with approved material obtained from borrow pits with approved material all lifts and leads, transporting to site spreading, grading to required slop and compacting to meet requirement of Table 300-2 (RCD 3.16) |
| 3 | Compacting original ground supporting sub-grade loosening of the ground up to 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) |
| 4 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300-2 (RCD 3.18) |
| 5 | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density. compleate as per clause 401 for grading -1, compleate as per the direction of EI. (RCD-4.1B (i) |
| 6 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @400 Kg/cumec, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in batching and mixing plant as per approved mix design, transported to site laid with a fixed form or slip form paver, spread compacted and finished in a continuous operation including provision of contraction, expension, construction and longitudnal joints, filter separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod admistures as approved, curring compound, finishing to lines and graded as per drawing all compleate as per the direction of EI. (RCD-6.02) |
| 7 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removel of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road. (3.13(i)B |
| 8 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification (PCC M-150). (12.8 (A) case ii) |
| 9 | Providing random rubble stone masonary in cement mortar (1:3) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, racking out joints to 20 mm depth, curing, taxes and royalty all complete job as per specification and direction E/I. (RCD 12.7 (b) |
| 10 | Providing randam rubble stone masonary in cement mortar (1:3) in super structure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, racking out joints to 20 mm depth, curing, taxes and royalty all complete job as per specification and direction E/I. (RCD 13.4 (A) |
| 11 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification (PCC M-150). (RCD 12.8 (A) case-ii |
| 12 | Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I. (RCD 13.80) |
| 13 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts all complete job as per specification and direction E/I. (BCD 5.7.02) |
| 14 | Providing 1.5 mm cement punning including curring carriage of water with all leads and lifts as per building specification and direction of E/I. (BCD 5.7.11) |
| 15 | Back filling behind abutment, wing wall and return wall (with sandy materials) complete as per drawing and technical specifications. (RCD 13.9 B) |
| 16 | Excavation for structures (Earth work in ordinary soil excavation upto 3.0 m depth of foundation) structures as per drawing and technical specification, including setting out, construction of shorting and bracing, removal of stumps and other deletenous matter, dressing of sides and bottom and back filling with approved material in ordinary soil. (12.01 (i) (B)) |
| 17 | Plain/Reinforced cement concrete (PCC grade M-15) in open foundation complete as per drawing and technical specification. (RCD 12.8 (A) case-ii) |
| 18 | Plain/Reinforced cement concrete (RCC grade M-20) in superstructure complete as per drawing and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204. (13.05 E case (I) (P)) |
| 19 | Supplying fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (13.06) |
| 20 | Providing weep hole in brick masonary / plain / reinfirced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe extending through the full width of the structure with slope 1V:20H towards drawing face. Complete as per Technical specification and direction of E/I. (RCD 13.08) |
| 21 | Carriage of Materials : (a) Cement Av. Lead 10 Km. |
| 22 | (b) Sand Av. Lead 30 Km. |
| 23 | (c) Chips Av. Lead 25 Km |
| 24 | (d) Metal Av. Lead 25 Km |
| 25 | (e) Boulder Av. Lead 25 Km |
| 26 | (f) Dust Av. Lead 25 Km. |
| 27 | (g) Steel Av. Lead 10 Km |
| 28 | Goods & Service Tax (G.S.T.) - |
| 29 | Labour Cess - Please Enable Macros to View BoQ information |
