|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.(SSR 19-20 Item No.2.09) MORTH 201 |
| 2 | 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.(SSR 19-20 Item No.2.18) MORTH 309 |
| 3 | Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm.by cold milling with Writgen or similar type machine including loading of dismantled material by automatic conveyor belt to transport vehicle at site excluding lead charges(SSR 19-20 Item No.3.28) MORTH 202 |
| 4 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements)a) 80 mm Metal, By breaking Boulders (Hand broken)(SSR 19-20 Item No.50.56) As directed by Engineer-in-chargeKm-6 |
| 5 | Km-5 |
| 6 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements)b) 40 mm Metal, By breaking Boulders (Hand broken) (SSR 19-20 Item No.50.57) As directed by Engineer-in-chargeKm-6 |
| 7 | Km-5 |
| 8 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .(SSR 19-20 Item No.50.58) As directed by Engineer-in-charge |
| 9 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.(SSR 19-20 Item No.2.29a) Km-6 |
| 10 | Km-5 |
| 11 | Supplying soft murum at the road site, including conveying and stacking complete.(SSR 19-20 Item No.2.29b) Km-6 |
| 12 | Km-5 |
| 13 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete(SSR 19-20 Item No.2.30) |
| 14 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.(SSR 19-20 Item No.50.59) As directed by Engineer-in-charge |
| 15 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.(SSR 19-20 Item No.50.61) As directed by Engineer-in-charge |
| 16 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.(SSR 19-20 Item No.2.31) |
| 17 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel 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)(SSR 19-20 Item No.3.35a) IRC-SP-20, 2002 Clause No. 8.7.3Km-6 |
| 18 | Km-5 |
| 19 | 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 MPMSurface) (VG-30 bulk bitumen rates are considered to arrive at rates)(SSR 19-20 Item No.4.12) MORTH 511 Km-6 |
| 20 | Km-5 |
| 21 | 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 @ 1.2kg/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)(SSR 19-20 Item No.4.13) MORTH 513Km-6 |
| 22 | Km-5 |
| 23 | 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 (SSR 19-20 Item No.6.36) MORTH 801 |
| 24 | 80 mmWater Absorption |
| 25 | Impact Value |
| 26 | Gradation / Sieve Analysis |
| 27 | Flakiness Index& Elongation Index |
| 28 | 40 mmWater Absorption |
| 29 | Impact Value |
| 30 | Gradation / Sieve Analysis |
| 31 | Flakiness Index& Elongation Index |
| 32 | Hard MurumLiquid limit & plastic limit |
| 33 | Soft MurumLiquid limit & plastic limit |
| 34 | 75 mm MPM (Crusher Metal)Water Absorption |
| 35 | Impact Value |
| 36 | Gradation / Sieve Analysis |
| 37 | Flakiness Index& Elongation Index |
| 38 | BitumenPenitration |
| 39 | Ductility |
| 40 | Softening Point |
| 41 | Viscosity |
| 42 | Carpet MixExtraction Test / Binder Content |
| 43 | Seal Coat MixExtraction Test / Binder Content |
| 44 | Royalty Charges |
