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| 1 | PARTICULAR |
| 2 | Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] concrete Cement concerte plain 1:2:4 mix and precast cement concerte blocks. |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses |
| 4 | Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305) In hard soil mixed with kankar, boulders etc. upto 20% mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/dumper.. |
| 5 | Carrige of Earth, sand, gravel, u/s kankar, lime, flyash, morrum, manure or sludge. Including loading unloading 5 Km lead |
| 6 | Construction of dry lean cement concrete sub- base over a prepared sub - grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15 : 1, aggregate gradation after blending to be as per Table 600 -1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 - 10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601. |
| 7 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30, 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 membrance, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as perMoRTH specification clause 602. |
| 8 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all leadwith bitumen grade vG 30 ( for undulations) |
| 9 | Providing and applying tack coat with bitumen vG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112'-------do ------------- @ 3 .50 kg /10sqm ------------------ do -------------- |
| 10 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material With straight run bitumen grade vG 30 |
| 11 | Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. |
| 12 | P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect |
| 13 | Raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast SFRC circular spacer of height 100/125/150mm, re-fixing existing manhole cover frame and cover |
| 14 | Construction of Pedestal of size 5.50' x 5.50' x 1.25' in stone masonary in CM 1:6 as per design and drawing complete with 25 mm thick plaster in CM 1:4 plaster and weather coat paint |
| 15 | Supply & Fixing of one side polished Black granite stone 20 mm thick of size 3' x 2' with engraved and gold colour painted letter ( upto 200 letter) & border as per direction of engineer in charge on existing pedestals including transportation Please Enable Macros to View BoQ information |
