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| 1 | Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, &trees girth upto 300 mm , removal of stumps of trees cut eralier & disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness as per direction of EIC |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lift and lead upto 1000 m as per direction of EIC |
| 3 | labour for laying Sub Base in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge |
| 4 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision) |
| 5 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC |
| 6 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC |
| 7 | Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic |
| 8 | Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material etc complete as per direction of Engineer in charge. |
| 9 | Filling in foundation and plinth with sand well watered and rammed etc complete as per direction of Engineer in charge. |
| 10 | Providing plain cement concrete M-10 (1:3:6) mix with 40mm nominal size stone aggregate in open foundation upto a depth of 1.5m. Below ground level & upto a hight of 1.5m. Above ground level/bed level including cost & conveyance of all materials to site & all labour charges complete as per specification clause 802, 803, 1202 & 1203 and direction of the Engineer - in - charge. |
| 11 | Cement concrete in cm (1:2:4) using 12mm size h.g.c.b. chips with all cost conveyancy Royality etc. complete. |
| 12 | Providing & laying 80mm thick factory made cement concrete interlocking paver block of M-30 grade made by block makine machine with strong vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
