S.T.B.T Wakli ( Wakli Kaman ) Km 0/00 To 3/00 (V.R-67) Tal Rahata - Item No 1:- 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. 2 Item No 2:- Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girthup to 300mm, removal of stumps of trees cutearlier 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. 3 Item No 3 :- Picking the road surface including sectioning etc. complete (BT surface.) 4 Item No.4 :Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required grad at ion 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)40mm Metal, By breaking Boulders (Hand broken). 5 Item No.5 :Supplying hard murum/ kankar at the road site, including conveying and stacking complete. 6 Item No.6: Supplying soft murum at the road site, including conveying and stacking complete. 7 Item No.7: Spreading 80/40mm metal for road work including sectionon get complete as directed by Engineer incharge . 8 Item No.8 : Spreading hard murum/ soft murrum/ gravel or kankar for side width complete 9 Item No.9: 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. 10 Itrem No 10:-Providing and constructing 50 mm . thick Modified Penetration Macadam (MPM) road surface including all mataerials, 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 @ 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 rate sare considered to arrive at rates) 11 Item No 11:-Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (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 applying tack coat of bitumen 0f specified grade at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) 12 Item No 12:-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 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) 13 Item No.13:-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 there quired 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) 14 Item No.14: Providing bituminous Type A liquid seal coat on bituminous surface including supplying all material sand 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 are considered to arrive at rates) 15 Item No 15:-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 chromates to ving 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 in1:4:8 concrete block of size 60cmx60cmx75cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 16 Item No 16:-Testing charges of Material to be Utilised in this workA) 40 mm Metral -Sieve Analysis. 17 B)40 mm Metral -Water Absorption, Specific Gravity,Impact Value /Crushing Value 18 C) Hard Murum Liquid limit & Plastic Limit 19 D) Bitumen- Penetration, Softening Point, Flash & Fire Point, Specific Gravity 20 E) Open Graaded carpet - Extraction Test 21 Royalty Charges
