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| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) |
| 2 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 3 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 4 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates areconsidered to arrive at rates) |
| 5 | Providing earthwork in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-S at attachment to achieve not less than 97% of standard proctor density etc. complete ( Material obtained from Other sources) ( Rate as per Rate Analysis ) |
| 6 | Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 7 | Royalty charges |
| 8 | Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.) SSR 2022-23 I/P 3/0 |
| 9 | Laboratory testing charges for various materials required for items of work, on the basis of testing Job frequency and charges fixed by Vigilence and Quality Control Circle, Pune. SSR 2022-23 I/P 4/0 |
| 10 | Sieve Analysis Test for Metal 40 milimetre and above (Crusher Broken) |
| 11 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Crusher Broken) |
| 12 | Flekiness Index / Elongation Index Test for Metal 40 milimetre and above. (Crusher Broken) |
| 13 | Sieve Analysis Test for Metal below 40 milimetre |
| 14 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre |
| 15 | Flekiness Index / Elongation Index Test for Metal below 40 milimetre. |
| 16 | Sieve Analysis Test for hard murum |
| 17 | Liquid Limit and Plastic Limit for hard murum |
| 18 | Penetration, Softening Point, Flash and Fire Point, Specific Gravity for Asphalt VG-10 (Grade 80/100) |
| 19 | Viscosity Test for Asphalt VG-10 (Grade 80/100) |
| 20 | Ductility / Elastic Recovery for Asphalt VG-10 (Grade 80/100) |
| 21 | Sieve Analysis Test for Metal 40 milimetre and above (Hand Broken) |
| 22 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Hand Broken) |
| 23 | Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Hand Broken) |
| 24 | Sieve Analysis Test for mix material / crushed metal. |
| 25 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for mix material / crushed metal. |
| 26 | Flekiness Index / Elongation Index Test for mix material / crushed metal |
| 27 | Extraction Test for Mix Material (OGC) |
| 28 | Liquid Limit and Plastic Limit for Earth work |
| 29 | Compaction Test (Proctor Density) for Earth work |
| 30 | Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial and Final), Compressive Strength, Soundness Test for Cement |
| 31 | Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand |
| 32 | Compressive Strength of Cement Concrete Cube Please Enable Macros to View BoQ information |
