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| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . Earthen pcc |
| 2 | 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. |
| 3 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 4 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a 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, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing . New PCC |
| 6 | Carriage of Materials Cement- |
| 7 | Sand - |
| 8 | Stone chips- |
| 9 | Stone Metal - |
| 10 | stone dust - |
| 11 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal 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 work. |
| 12 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications(.PCC M-150) |
| 13 | Providing random rubble stone masonry in cement mortar (1:4) 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, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I.4.28 COMMON [5.2.28 BCD 2018] |
| 14 | Providing random rubble stone masonry in cement mortar (1:4) in superstructure 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, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I.4.31 COMMON [5.2.31 BCD 2018] |
| 15 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 |
| 16 | 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.6.9 COMMON [6.7.6 WRD 2018] |
| 17 | Providing 25mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including screening , curing with all leads and lifts … Do… E/I |
| 18 | Back filling behind abutment, wing wall and return wall (with Sandy Materials) Complete as per drawing and technical specification. Qty item no 1 x 2/3 |
| 19 | Carriage of materials (i) Cement |
| 20 | (ii) Sand |
| 21 | (iii) Stone Chips |
| 22 | (iv) Boulder |
| 23 | Add GST @ 18 % |
| 24 | Add L.Cess @ 1 % Please Enable Macros to View BoQ information |
