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| 1 | Asphalting of Road at Prabhat Nagar at Mouza Narsala in Prabhag No-29 |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specificsizes 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 II (Using Screening Type B (11.2 mm) Aggregate) |
| 4 | Providing and constructing 75 mm. thick Modified PenetrationMacadam (MPM) road surface including all materials, preparing theexisting road surface, spreading 40 mm. stone metal layers 100%crusher broken metal with conical crusher plant heating and sprayingthe bitumen of specified grade @ 2 Kilogram/Square Metre,spreading 12 mm.size chips compacting with three wheel static rollerhaving weight 8 to 10 MT. to achive the desired degree of compactionas per Technical Specification Clause 506 etc. complete. Includingpicking of existing WBM surface. (VG-30 bulk bitumen rates areconsidered to arrive at rates) |
| 5 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 Kilogram/10 Square Metre.(VG-30 bulkbitumen rates are considered to arrive at rates) |
| 6 | BITUMINOUS MACADAM:--Providing and laying bituminousmacadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level,alignment,and rolling to achieve the desired density for 80/100 mmcompacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC- 27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumenrates are considered to arrive at rates) |
| 7 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mmthickness composed of13.2 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) |
| 8 | 9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2Kilogram/Sq.m, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 9 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. |
| 10 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 11 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of450mm diameter in proper line, level and slope including providing andfixing collars in cement mortar 1:2 andcuring etc. complete. |
| 12 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameterin proper line, level and slope including necessary collars, excavation,laying, fixing with collars in cement mortar 1:1 and refilling the trenchcomplete. |
| 13 | Providing and casting in situ / ready mix PCC M15 grade of trap metalfor coping to head walls / parapet including centering, form work,compaction and curing etc. complete. (with reversible drum typemixer/ concrete batch mix plant (pan mixer) with SCADA with fineagreegates of required specifications ( VSI sand finely washed etc ) |
| 14 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 15 | Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed. Please Enable Macros to View BoQ information |
